IJOPE Subject Index A-E

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A

ABIC, Bayesian estimation of directional wave spectra for ship guidance system   12.1.25-30

ABS (American Bureau of Shipping) SafeHull guide, grounding, double-hull tanker   7.2.141-145

Abrasion of concrete structures, excursion distribution of crushing ice   6.2.144-151

Absorber

     optimum conditions, vibration control, pipe string   4.1.62-67

     vibration, pipe string, cobalt crust   2.4.309-317

     wave-absorber, generation and absorption in wave basins: theory and application   16.2.81-89

Absorbing efficiency, ship-bridge pier collision, new material protective device  10.3.217-221

Absorption

     condition, time domain  11.3.168-178

     waves, numerical wave tank  11.3.168-175, 19.3.189-197

Acceleration

     frequency  11.2.106-112

     potential   8.4.251-257

     vertical   11.2.106-112

Accidents, Chinese transmission lines, analysis of severe ice accidents   14.3.196-201

Accretion, ice

     analytical modeling of ice load, dry ice accretion shapes  12.3.178-183

     high-voltage  4.1.40-47

     insulators, flashover   2.3.228-233

     3-D modeling    5.1.37-42

Accuracy and convergence; computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances  18.4.292-301

Acicular ferrite, thermodynamic analysis of inclusion formation for weld microstructure control  16.2.128-131

Acoustic tomography, real-time acoustic monitoring of ocean interiors   13.4.280-284

Acoustics, noise, correlation, wind temperature, ice deformation   6.2.152-158

Action, storm wave, silts, liquefaction    6.4.308-312

Activated control, anti-rolling tank   5.1.17-22

Actuators, fins; amphibious robot     20.3.175-180

ADCP and ULS mooring data   18.4.277-281

Added mass

     and damping   1.2.101-107

     and damping coefficient, 3D effects on measured results using a 2D model in narrow wave channel   20.2.88-94

     coefficient(s), drag  1.2.154-160, 1.4.264-269, 1.4.270-278, 2.2.81-86

     collision  1.4.293-299

     low-frequency, semisubmersible  3.1.17-25

     nonlinear waves   4.3.174-182

     offshore structures   2.4.251-261, 3.2.107-114

     vertical circular cylinder   4.1.11-17

     vertical and horizontal square cylinder   5.3.180-187

Added resistance: effects of forward speed of ship on added resistance in waves    20.3.196-203

Adhesion, oil and ice   7.4.246-253

Adjoint method for nonlinear system, sensitivity theory analysis   13.3.169-174

Adsorption, kinetics of hydrate formation   12.4.256-263

Advancing surface disturbances; BEM computations of 3-D fully nonlinear free-surface flows caused by such   18.4.292-301

AE (acoustic emission) method, stress corrosion cracking, high-strength steel  5.1.67-71

Aerodynamics, wave energy   4.1.68-75

Agent-based docking system for AUV, preliminary test   19.1.52-59

Agents, cementing, electrocementation of marine clay induced by electrokinetics   13.4.308-315

Aggregation, marine clay, permeability   6.3.234-239

Aging

     strain, high strain capacity X60 linepipe steels with superior strain aging resistance   18.3.171-175

thermal; buckling resistance of high-strength UOE linepipes used in strain-based design applications

   18.3.176-182

thermal; high-strength steel line pipe for strain-based design applications   18.3.220-225

      thermal, for deepwater applications; improved collapse resistance of UOE line pipe   17.4.280-287

AHSP (aluminum honeycomb sandwich plate)   8.2.148-154

Air chamber

moored structure   1.2.161-163, 4.2.89-96

nonlinear time-domain simulation of pneumatic floating breakwater  16.1.25-32

numerical analysis on 2-D optimal profile of floating device with water column (OWC)-type wave energy converter,   16.4.297-304

wave power generating system   15.4.292-299, 16.4.297-304

Aircraft collision with large floating structure- used as airport   11.2.118-124

Aircraft landing impact, aircraft-floating structure-water interaction system   15.4.257-263

Airgap

beneath multicolumn gravity-based structures, diffraction theory as prediction tool   16.3.175-182

design, water wave diffraction and spectral response surface method   17.4.254-258

prediction from 2nd-order diffraction and Stokes theory   12.3.184-188

Airgun, short cluster array for shallow to deep crustal survey   19.1.60-65

Air-ice drag coefficient   12.2.121-125

Airport

     floating   9.1.39-47

     marine   11.2.118-124

Air-sea interface, ROV, maneuvering   6.3.177-183

Air turbine with staggered blades for wave power conversion   13.4.316-320

Alexander Kielland accident, fatigue reliability of marine structures   17.1.1-21

Algorithm

     genetic;      IPS (Interproject Service) 2-body wave energy converter:  Acceleration tube optimization   20.4.247-255

     genetic; optimal acoustic search path planning for sonar system   17.3.218-224

     genetic; optimization of ship structural design   13.1.60-65

     genetic; optimization of vortex shedding in 3-D wakes using belt actuators   15.1.7-13

     new filtering   9.3.201-207

patrol algorithm research, biomimetic robot fish  15.1.1-6

     successive learning track-keeping control (SLTC)   10.3.182-186

ALE (arbitrary Lagrangian-Eulerian) formulation   7.4.269-276

ALP (articulated loading platform), currents and waves   4.4.298-301

Aluminum

     alloy, applied positioning-controlled friction welding process   16.2.132-137

     alloy friction stir welds, grain structures, observed by stop-action technique   14.4.289-295

     alloy, 6061    8.2.140-143, 8.2.144-147

     honeycomb sandwich plate (AHSP)   8.2.148-154

     plates, impact tests in low-velocity regime   9.1.10-15

AMOEBA (Advanced Multiply Organized Experimental BAsin), ship motion analyses of ring and focused transient waves with absorbing wave-maker   16.1.10-17

Amphibious robot with fin actuators    20.3.175-180   

Amplitude

     buffer, pump modules, pipe string   4.1.62-67

     constrained, wave-energy converters   12.2.147-155

     finite, surface wave propagation   9.3.161-166

     large, deep-ocean pipe   4.4.331-339

     longitudinal vibration   1.2.154-160, 2.4.309-317

     modulated oscillations   1.2.32-37

     significant, analysis of ocean waves   10.4.255-262

     variable, fatigue damage accumulation   10.2.131-136

Analysis(es)

     bispectral, wave modulation   4.1.1-5

     collapse, stiffened plates, new simplified model   12.2.126-133

     collapse, system, ISUM approach, double-bottom ship structures   13.3.224-231

     collision, airplane and marine airport   11.2.118-124

     concrete creep, TLP   7.3.168-173

     coupled, deepwater oil offloading buoy response and experimental validation   16.4.290-296

     coupled dynamic analysis, hull/mooring/riser   20.2.95.102

     direct spectral fatigue analysis method, offshore structures   9.1.55-61

     direct spectral method, perturbation   2.1.7-12

     distributed parameter sensitivity, nonlinear systems   13.3.169-174

     dynamic, ice   2.3.204-211

     dynamic, riser   3.4.299-305

     dynamic structural   7.4.301-307

     earthquake, buried structures and pipelines   11.2.133-140

     elastic, chain links   1.4.317-323

     elastoplastic, system for post-buckling strength of ship double-hull structures   13.3.209-215

     element analysis, solution comparisons, lateral undrained resistance factor   11.3.211-219

     experimental, structural dynamics, drilling derrick, jacket platform   6.3.184-194

     failure, composite lamination   4.3.248-256

     fatigue, catenary riser   7.4.293-300

     finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil   19.2.143-150

     finite element, high-strength line pipes with enhanced deformability   20.4.298-305

     finite element, collapse thick pipes   4.4.312-319

     finite element method vibration analysis, mega-float structure   12.1.48-55

     finite element method, marine riser   1.4.300-306

     finite element method, pile foundation   9.3.226-232

     finite element method, analysis, optimization of ship structure   13.1.60-65

     flow injection analysis, dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement   19.1.71-76

     fracture, abrasion of concrete structures, crushing ice   6.2.144-151

     free vibration, offshore structures   3.3.219-224

     frequency and time domain, ALP   4.4.298-301

     hull/mooring coupled   11.1.42-54

     icing event occurrence, Québec, field-data statistics   11.1.9-15

     identification   9.3.201-207

     inverse   9.3.201-207

     large displacement, marine riser   1.4.300-306

     large displacement, soil-pipeline interaction along active fault systems   18.3.211-219

     modal, sensitivity, offshore jacket structure   5.1.58-66

     mooring, deepwater oil offloading buoy response and experimental validation   16.4.290-296

     non-Gaussian, stochastic dynamics, offshore structure   7.3.205-211

     nonlinear, see topic entry below

     numerical; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust  20.3.224-232

     numerical, dilative behavior of granular materials   13.4.301-307

     numerical, motion responses, adjacent multiple floating bodies, Rankine panel method   19.2.90-96

     numerical, multiplanar tubular steel XX-joints   7.2.146-153

     numerical, self-weight consolidation of slurried marine clay   9.4.314-319

     probabilistic, pipelines subjected to carbon dioxide corrosion   10.2.123-130

     qualitative and quantitative risk, risk assessment, application of fuzzy sets theory   12.4.288-296

     regression, gusset-plate/CHS tube joint load-deformation relationship   10.4.292-300

     reliability, fatigue damage accumulation   10.2.131-136

     sensitivity, computing boundary conditions for zooming finite element analysis   13.1.60-65

     sensitivity, distributed parameter, of nonlinear systems   13.3.169-174

     simplified, system for post-buckling strength of ship double-hull structures   13.3.209-215

     single degree of freedom (SDOF), blast resistance, topside structures   7.3.212-219

     spectral   3.2.107-114, 9.2.134-140

     spectral, nonlinear wave   11.2.87-92

     statistical, icing event occurrence, Québec, field data   11.1.9-15

     stress, hot-spot procedure, ships and FPSO units   12.1.40-47

     structural reliability analysis (SRA) for assessment of ultimate limit state (ULS) of shipfs hull—case study   20.4.306-312

     submodeling, analysis of ship structure with SPR method   13.3.216-223

     subsea pipelines   8.4.283-291

     time domain, FEM, of hydroelastic response of VLFS with fully nonlinear free-surface conditions   16.3.168-

174

     time-domain; comparative study on ship hydrodynamics based on Neumann-Kelvin and double-body linearizations   20.4.265-274

     time series, damage detection in flexible risers using statistical pattern recognition techniques   18.1.35-42

     transient; improved inherent strain analysis for plate bending by line heating considering phase transformation of steel   17.2.139-144

     uncertainty   10.1.10-18

     wavelet   8.4.270-272

     zooming FEM analysis, stress analysis, optimization of ship structure   13.1.60-65

Analysis(es), nonlinear

     concrete creep, TLP   7.3.168-173

     dynamic, plastic node method   1.3.220-227

     marine riser   1.4.300-306

     principal component, nonlinear Volterra models in offshore engineering   13.1.12-20

     random waves   4.4.257-264

     response   9.2.112-116

     SDOF, blast resistance, topside structures   7.3.212-219

     structural   8.4.292-302

Analytic solution, 2nd -order, PC-based, wave loads, TLP   5.4.261-269

Analytical

     approach, overall chord bending, multiplanar, tubular steel TT-joints   5.4.308-316

     approximation   7.4.293-300

Anchor(s)

     centrifuge modeling of anchor-pipeline interaction   17.1.67-73

     drag, in layered soils   9.1.73-78

     earth; uplift behavior of under-reamed anchors in seabed   17.4.317-319

     fixed, in cohesive seafloor   11.2.141-146

     fixed, subjected to vertical loading in rock   15.4.312-320

     load, horizontally loaded suction piles   10.3.222-228

     plate, keying in NC clay under inclined loading   19.2.135-142

     plate, soft clay   5.3.230-234

     plate; uplift behavior of under-reamed anchors in seabed   17.4.317-319

     rock-anchor design   15.4.312-320

SEPLA (suction embedded plate anchor); keying of plate anchors NC clay under inclined loading   19.2.135-142

     suction caisson, lateral undrained resistance   11.3.211-219

     trajectory during drag embedment in soft clay, prediction   18.4.314-319

     uplift behavior of under-reamed anchors in seabed   17.4.317-319

Angle

     developed friction, horizontal loading capacity of suction piles   12.1.56-63

     dilation, dilative behavior of granular materials   13.4.301-307

friction, direct shear test, oil contamination   11.3.220-226

friction, internal, geotechnical characteristics of marine soil deposits   12.2.81-88

inclination, lifting analysis for heavy ship-hull blocks using 4 cranes   15.1.62-64

     lay, steel cables, dynamics   7.1.54-62

     mobilized soil friction, suction pile installation   12.4.311-315

     mobilized soil friction, suction pile retrieval in sand, transition of soil strength   15.2.155-159

Anisotropic

     hardening; modeling of anisotropy of TMCP and UOE line pipes   17.4.288-293

plasticity, sea ice   8.1.9-15

Anisotropy  

     modeling, of TMCP and UOE line pipes   17.4.288-293

     numerical assessment on shear moduli at pre-failure state taken from pressuremeter test   18.3.233-239

parameter, thick tubes, collapse   3.2.121-129

ANN, see Artificial neural network

Antarctic building, snowdrift modeling   2.1.73-79, 3.1.61-65

Anti-pitching fins   11.2.106-112

Anti-rolling tank, control   5.1.17-22

Apparent stress intensity factor, crack nucleation time   4.2.151-155

Applicability, fill materials for sand compaction pile (SCP)   13.1.66-72

Applications, ice   2.3.204-211    

Approach

     approximate reasoning approach (fuzzy averaging method)   16.1.48-56

     displacement-based approach, soil-pipeline interaction along active fault systems   18.3.211-219

simplified linear, concrete creep analysis, TLP   7.3.168-173

time domain, numerical analysis, motion responses of adjacent multiple boating bodies, Rankine panel method  19.2.90-96

Approximation

     Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil   17.2.132-138

     least squares   11.2.87-92

     low-Mach number, hot gas movement induced by marine compartment fires   13.4.249-253

     parabolic, VLFS of arbitrary geometry   13.3.198-204

     2nd order of      9.2.81-89

Architecture, winter, 20~30-m ice dome, field experiment   12.4.264-270

Arctic

     composite structure   1.4.324-326

     Ocean, noise, correlation, wind, temperature, ice deformation   6.2.152-158

     offshore, armoured riserfs response to wave and ice actions, and ice-block impacts   15.4.282-291

Armoured riserfs response to wave and ice actions, and ice-block impacts   15.4.282-291

Array(s)

     (of) circular cylinders, gap effect on transversal force  15.4.249-256

     cylinder, nonlinear wave diffraction   7.3.181-188

     offset bodies, cable dynamics   3.3176-182, 3.3.183-188

     wave scattering by an infinite straight-line array of axisymmetric floes   18.4.254-262

Art, state of the   9.1.1-9

Articulated leg platform   9.2.141-148

Articulated loading platform (ALP), currents and waves   4.4.298-301

Articulated tower, nonlinear response   2.1.61-66

Artificial damping in water wave problems   13.2.88-98

Artificial neural network (ANN), application to soft clay for estimation of undrained shear strength   16.1.73-80

Asgard Transport System, design for thermal buckling of trunklines   12.4.271-279

Assessment

corrosion, strength criteria, analytic predictions of failure pressure in line pipes   14.2.125-131

     failure, diagram, welded T-joints   11.2.125-132

     fatigue, welded structures, hot-spot stress design curves   12.2.134-141

     fracture; procedure for structural components under cyclic and dynamic loading   18.3.196-203

     girth weld flaw assessment procedures for pipelines subjected to plastic straining   18.3.183-187

recent advances in curved wide plate testing and implications for strain-based design  18.3.161-170

     reliability-based methodology for sloshing assessment of membrane LNG vessels   19.4.254-263

remaining life, superheater tube   4.1.36-39

     risk, application of fuzzy sets theory   12.4.288-296

     risk, groundings of commercial vessels   9.1.16-21

Asymmetric wave, strong

     and weak, impact and nonimpact        7.3.161-167

     and weak, numerical wave tanks: review   9.4.241-256

     and weak, springing and ringing, TLP   7.1.28-35

     impacting process   6.4.291-293

Asymptotic

     expansion method, matched, slamming impact pressure on VLFS   12.1.9-15

     solution   8.4.303-310

Atmospheric

     cable icing, rate, device   5.1.43-50

     icing, crystallography, high voltage   7.1.13-15

     icing, ground wing deicing    5.1.32-36

     icing, wind speed and wind-on-ice loads   11.1.9-15

processes, large-scale; conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present   17.3.161-168

     wet icing   8.3.167-172

Australia, North West Shelf, cyclonic conditions   8.1.58-65

Automation

     CAD   1.3.228-234

     multi-AUV system with smart cable for rapid inspection of underwater structures   14.4.265-273, 14.4.274-283

     preliminary test on agent-based docking system for AUV  19.1.52-59

Autonomous underwater vehicles (AUV),  see Underwater vehicles

Average method, nonlinear roll equation   3.1.32-34

AVHRR (advanced very high resolution radiometer) analysis   13.2.128-132

Avoidance, obstacle

     linear parameter-varying techniques   13.1.52-59

     rapid inspection of underwater structures by multi-AUV system with smart cable   14.4.265-273, 14.4.274-283

Award Recipients at ISOPE Conferences (1993, 1994, 1995)   5.4.319

Axial

     bending and torsional responses, coupled, vertical pipe, deep-ocean   6.3.203-211

     bending and torsional vibrations, deep-ocean pipe   4.4.320-330, 4.4.331-339

     crushing, collapse mechanism of buffer bow structure, ship collision   15.2.147-154

dampers, elastic joints, vertical pipe, deep-ocean mining   7.1.36-43

     fatigue   9.2.149-157

     flow air turbine   7.4.308-312

     force, effective, pipelines   2.2.157-158

     force, true, pipelines       2.2.157-158

     instability; soil-pipeline interaction along active fault systems   18.3.211-219

     pipe stress; Hughes Glomar Explorer, with 5000-m-long, heavy-lift pipe deployed; full-scale, coupled ship and pipe motions measured in North Pacific Ocean   20.1.1-6

     stiffness, steel cable, lay angle   7.1.54-62

     stress, pipe-string, buffer   1.2.154-160, 2.4.309-317, 4.1.62-67

     stresses, cables   3.3.172-175

Axisymmetric

     bodies, numerical examination of 3rd-order wave force   11.4.248-253

     obstacles, wave water diffraction   4.3.169-173

     wave scattering by an infinite straight-line array of axisymmetric floes   18.4.254-262

Azores European Pilot plant, Pico Island   11.2.147-154

    

 

B

Bacteria, sulfide-reducing   4.3.234-240

Baffin Bay, modeling annual variation of sea-ice cover   17.3.176-181

Baffle plates, waterjet nodule lifter, manganese nodule collector   11.3.237-239

Baffled, unbaffled tanks, liquid sloshing, ship rolling   6.4.278-282, 6.4.283-290

Bainite

     granular; metallurgical design of steel plates with advanced cryogenic properties for fabrication of pressurized-LNG containers   16.2.118-122

microstructure design for high-performance X120-grade linepipe   14.1.2-17, 29-35

Barents Sea

     flexural strength of drifting first-year ice in Barents Sea   17.3.169-175

ice ridges, hummocks, May 2003 Expedition data   15.1.28-33

northeastern, conditions for formation of extremely severe ice seasons from early 1950s to present   17.3.161-168

     northeastern, estimations of some components of ice conditions    16.4.274-282

     spreading of old ice   20.1.54-60

Baroclinic energy flux, internal wave energetics on shelf break   17.1.22-29

Barrow Strait, ice and ocean mooring data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago   18.4.277-281

Basin(s)

     AMOEBA (Advanced Multiply Organized Experimental BAsin), ship motion analyses of ring and focused transient waves with absorbing wave-maker   16.1.10-17   

     depth, mathematical modeling of shock loading of solid ice cover   16.1.1-4

     wave, configuration   16.2.81-89

     wave, generation and absorption, theory and application   16.2.81-89, 16.4.120 (Discussion)

wave, hydrodynamics   5.1.1-9

Bay area, Osaka, offshore/onshore project   6.2.81-90

Bayesian

     decision theory, pipelines subjected to carbon dioxide corrosion   10.2.123-130

     modeling procedure   12.1.25-30

     statistics    9.1.16-21

Beach(es)

barred   9.4.257-263

     damping    10.1.1-9

Beam

     double cantilever (DCB) specimen, crack length measurement, DCPD   5.2.147-152

     element for analysis of oil-structure interactions and pipelines   9.1.22-29  

     temperature effect on vibration characteristics of laminated beam   20.2.118-124

Beam-column

     connection, without weld-access holes, testing   12.3.229-235

     damaged, strength   4.2.127-133

     element, collapse analysis of stiffened plates, new simplified model   12.2.126-133

     on elastic foundation   1.4.284-292

Bearing capacity

     pipelines   4.1.30-35

     shallow, sand, footing, failure-envelope   6.1.62-67

     suction bucket foundation in saturated sand    15.4.300-303

     surface footing on soft clay underlying stiff nonhomogeneous desiccated crust   20.3.224-232

     ultimate, unsaturated oil-contaminated sand, direct shear test   11.3.220-226

Beaufort Sea, ice loads, offshore structures   8.1.16-21

Behavior

     -based robot fish, control system, research on patrol algorithm   15.1.1-6

     creep, deep-sea and island clays at room and elevated temperatures   15.1.65-70

     fatigue, nailed tubular connections   10.3.209-216

     mechanical, ice loads   4.1.53-61

     soil, electrocementation of marine clay induced by electrokinetics       13.4.308-315

     ultimate, tubular joints   3.1.43-50

BEM (boundary element method)

     computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances  18.4.292-301

     contact mechanics, ice, indentor   7.1.16-21

     -FEM methods, mixed: aircraft landing impact, aircraft-floating structure-water interaction system   15.4.257-263

     -FEM model, combined    8.1.30-38

     nonlinear wave-body interactions with fully submerged dual cylinders   14.3.210-217

     numerical analysis of internal kinematics and dynamics, 3-D breaking ocean waves on slopes   14.4.247-256

     OWC-shoreline devices, numerical modeling   11.2.147-154

     performance prediction of surface-piercing bodies in numerical towing tank   18.2.106-111

     porous flow in vertical breakwater induced by nonlinear waves   11.3.194-201

     simulation of wave-body-current interactions in time domain   11.1.33-41

     wave-current interaction in shallow flows   14.2.86-88

BEM higher-order (HOBEM)

     computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances  18.4.292-301

     drift forces   3.2.101-106

     hydrodynamic loadings   1.1.8-17

     irregular waves   4.4.265-272

     nonlinear hydrodynamic forces   4.3.174-182

     responses of barge-mounted platform in waves and currents    9.4.283-292

     TLP    4.4.284-291

     3-D calculation for multiple floating bodies in proximity using wave interaction theory  18.1.14-20

     wave load, compliant TLP   5.2.111-119

     wave response analysis by accelerated Greenfs function method in infinite water depth   17.1.32-38

     wave run-up    5.3.219-224

 Bend

     pipe, pipeline, smooth, deformation capacity    5.4.294-307

     stiffness, umbilical    3.2.150-155

Bending

     cables, locked coil   5.2.153-160

     cables, offshore platforms   3.3.189-196

     cables, simulation deployment   3.3.197-204

     chord, overall, multiplanar tubular steel TT-joints   5.4.308-316

     combined tension and, pure, thick pipes   4.4.312-319

     double-wall pipe   4.2.142-150

     ice loads, mechanical behavior   4.1.53-61

     moment, dynamic   7.4.293-300

     moment, influence of pile cap flexibility on cap-pile-soil system   18.1.65-72

     moment, structural reliability analysis for assessment of ULS of shipfs hull—case study   20.4.306-312

     moment, still water, wave, production ships   4.4.302-311

      pressure, and, combined, thick tubes, collapse   3.2.121-129  

     stiffness, cables   2.2.110-113

     stiffness, cables, chains   3.3.162-167

     stiffness, cables, lay angle   7.1.54-62

     stress; Hughes Glomar Explorer, with 5000-m-long, heavy-lift pipe deployed; full-scale, coupled ship and pipe motions measured in North Pacific Ocean   20.1.1-6

     stress, longitudinal, directional wave spectra for ship guidance system   12.1.25-30

     stresses, cables   3.3.172-175

     torsional responses, and, coupled, vertical pipe, deep-ocean   6.3.203-211

     torsional vibrations, and, deep-ocean pipe   4.4.320-330, 4.4.331-339

     umbilical   3.2.143-149

Berthing operations

     difficulty, wave-induced ship motions entering and departing harbors    15.2.117-124

     ship and fender coupling, chimera RANS simulation   10.2.112-122

     translational and rotational motions       8.3.182-191

     turbulent flows   7.4.277-284

Biaxial

     lateral loading, and, ship, stiffened panel, ultimate strength   7.1.22-27

     loading; fracture assessment procedure for structural components under cyclic and dynamic loading   18.3.196-203

vibrations, deep-ocean pipe   4.4.320-330, 4.4.331-339

Bichromatic waves

     large-scale experiment, spar platform   6.1.27-34

     2nd-order Stokes waves in numerical wave flume   9.3.175-181

Bifurcation(s)

buckling; submarine pipeline Langeled: pipe capacity vs. wall thickness selection   18.3.188-195

     nonlinear and chaotic motions   2.1.61-66

     nonlinear dynamics   3.1.26-5

     stationary and Hopf, equilibrium positions of cylinder   12.1.31-33

Bilge keels   10.4.241-248, 13.4.241-248

Bingham plastic, constitutive equation for fluid-particle flow simulation   16.1.18-24

Biology-inspired      precision maneuvering of underwater vehicles

Part 3    15.2.81-87

Part 4    16.3.195-201

Biomimetic robot fish

     research on patrol algorithm   15.1.1-6

     self-propelled method   20.3.167-174

Biplane axial turbine   1.2.122-128

Bispectral analysis, wave modulation   4.1.1-5

Bivalves, coastal waters, Korea, TBT    6.4.313-319

Blade(s)

     impulse turbine   5.1.72-74

     section, shape, Wells turbine performance   11.3.227-230

     self-pitch-controlled    7.4.308-312

     sweep, rotor blade   9.3.233-239

     tandem, impulse turbine   4.1.76-80

     wind turbine, numerical analysis of large-scale vertical axis   14.3.233-238

     wind turbine; wind tunnel study of electrothermal deicing/heating  17.3.182-188

Blast resistance, SDOF, topside structures   7.3.212-219

Blockage effect, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate   19.1.42-45

Blocks, heavy ship-hull, using 4 cranes, lifting analysis   15.1.62-64

Body(ies)

     antisymmetric, development of floating body with high performance   17.1.39-46

     arrays of, offset, cable dynamics   3.3.176-182, 3.3.183-188

     axisymmetric, numerical examination of 3rd-order wave force   11.4.248-253

     cavitating/noncavitating, performance prediction in numerical towing tank   18.2.106-111

     flexible, thick plate, ocean waves   5.3.198-203

     floating   2.3.175-185

     floating, development with high performance   17.1.39-46

     floating body dynamics, deepwater oil offloading buoy response and experimental validation   16.4.290-296

     floating, harbor geometry   4.2.97-104

     floating, wave-body interaction   5.3.171-179

     (at) forward speed, waves and current interaction   1.1.58-63

     IPS 2-body wave energy converter:  Acceleration tube optimization   20.4.247-255

     multiple-body problem, Rankine panel method, numerical analysis, motion responses   19.2.90-96

     performance prediction of surface-piercing bodies in numerical towing tank   18.2.106-111

     3-D calculation for multiple floating bodies in proximity using wave interaction theory  18.1.14-20

     3-D, wave radiation   3.4.264-272

     towed, washover laboratory experiments with optical instrument   13.4.274-279

Boiler, fossil fuel, on-site test    4.1.36-39

Boron, high-strength steels for gas pipelines, X120-grade, feature issue   14.1.2-17, 29-35

Bosphorus, The, 2-layer flow, tube-tunnel   5.2.98-104

Bottom

     circular cylinder, irregular wave   7.1.70-76

     currents, hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993)   11.3.231-236

     double-, structures in ships, ISUM approach for collapse analysis   13.3.224-231

     friction   9.2.81-89

     interaction, surface-mooring dynamics   10.3.200-208

     interaction, touchdown region of catenary moorings   11.4.273-281

pressure distribution, waterjet nodule lifter, manganese nodule collector   11.3.237-239

     raking, grounding, ship dynamics    6.3.195-202

     resistance, vertical uplift capacity of suction caissons   12.2.89-97

     topography, hydrodynamic force   4.2.97-104

     wave velocities, water wave diffraction   4.3.169-73

Boundary

     condition, implicit body surface   8.4.251-257

     condition, Orlanski open, irregular waves   4.4.265-272

     conditions, free-span pipeline    6.1.53-61

     conditions, pipe, deep-ocean mining   6.3.203-211

     Desingularised Boundary Integral Equation Method   13.1.29-37

     grain fracture area, high-strength steel   5.1.67-71 

     integral, equation, numerical wave tanks: review   9.4.241-256

     integral, equations, interaction, fluid-structure   4.1.6-10

     integral representation, comparison of classical and weakly-singular representations of free-surface potential flows  15.4.241-248

     layer, analytical solution   8.4.303-310

     layer, oscillating cylinder, roughness effect   5.3.188-197

     layer, wind turbulent        2.1.73-79, 3.1.61-65

     moving, simplified treatment in MEC model   14.4.241-246

     open condition, nonlinear waves       4.3.174-182

Boundary element method, see BEM

Boundary-layer, see Moving Surface Boundary-layer Control (MSBC) 

Boussinesq

     cut-cell model for wave scattering from cylinder in shallow water   17.4.266-269

     wave model    7.4.262-268

Bow

buffer bulbous bow, effect of buffer bow structure in ship-ship collision   18.2.133-141

flare slamming   16.2.112-117

indentation, ship collision   10.3.217-221

Brace-to-chord intersection   2.2.141-146

Brash ice

     channel and tests with model of CCGS Terry Fox   19.3.206-213

      oil spills   3.4.306-312, 5.2.127-133

Breaking wave(s), breakers

     deformation, group evolution, LONGTANK   4.3.200-205

     energetic   2.1.46-53

     flow field   10.4.263-268

     focusing   2.2.93-109, 6.2.131-137

     groups, ringing response of vertical cylinder   9.4.276-282

     ice, nonstationary movement of load   9.4.293-297

     LONGTANK    4.3.200-205

     observation of coherent turbulent structure under breaking wave   19.1.15-22

     short-crested, laboratory measurements   5.3.212-218

     spilling-type breakers; wave-current interaction for waves propagating against currents   17.4.259-265

     wave particle, velocity   1.2.108-114

Breakout

     factor, soft clay   1.3.195-199

     force, soft clay   1.3.195-199

Breakwater(s)

     composite, investigations of wave reflection characteristics   17.2.112-118

     elastic floating mat-like plate in waves, effects of breakwaters   13.1.43-51

     element model on sandy seabed   11.4.241-247

     moored floating (MFB), performance   15.4.264-273

     moored floating (MFB), status identification and optimum adjustment of performance   19.1.31-41

     floating pontoon, with wave-wall   12.1.114-120

     perforated, experimental optimization in presence of ship-generated waves   14.2.98-103

     pile-restrained    8.4.265-269

     pneumatic; nonlinear time-domain simulation   16.1.25-32

     seawater-exchanging; wave deformation and blocking performance by N porous bottom-mounted vertical circular cylinders   20.4.284-291

     submerged, investigations of wave reflection characteristics   17.2.112-118

     submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate   19.1.42-45

vertical   9.3.182-187

Bridge(s)

     cables, locked coils   5.2.153-160

     large-diameter spiral strands against axial fatigue   9.2.149-157

     pier, ship collision   10.3.217-221

     sea-crissing bridge piers, development and application of 3D scour monitoring system    20.4.292-297

Brittle

     fracture, welded T-joints   11.1.125-132

     indentation, failure, ice   2.3.212-221

Brittleness; fracture and size effects in weakly cemented sand   17.4.294-300

Buckle propagation and fracture in pipelines   9.1.30-38

Buckling

bifurcation; submarine pipeline Langeled: pipe capacity vs. wall thickness selection   18.3.188-195

     collapse mechanism of buffer bow structure on axial crushing   15.2.147-154

     ice loads    4.1.53-61

     local buckling strength   7.4.285-292

     local buckling/collapse strength of corroded pipes   11.1.55-63

     overall buckling   7.4.285-292

     -plastic collapse   7.4.282-292

     post-buckling inplane rigidity   7.4.285-292

     post-buckling strength of ship double-hull structures   13.3.209-215

     production ships   4.4.302-311

     resistance; high-strength UOE linepipes used in strain-based design applications   18.3.176-182

     resistance; modeling of anisotropy of TMCP and UOE line pipes   17.4.288-293

     secondary buckling   7.4.285-292

     strength, column, spherical shell  1.4.284-292

     subsea pipelines   8.4.283-291

Buffer(s)

     bow structure, collapse mechanism on axial crushing, ship collision   15.2.147-154

     bulbous bow; effect of buffer bow structure in ship-ship collision   18.2.133-141

     pipe string, vibration control   2.4.309-317, 4.1.62-67

     shape, optimum, diameter ratio, number of disks, vertical pipe string   7.2.104-110

     shapes of, pipe string   1.2.154-160

     zone, sensitivity study on computational parameters for prediction of slosh-induced impact pressure   16.2.104-111

Building, Antarctic, snowdrift modeling   2.1.73-79, 3.1.61-65

Buoy

     deepwater oil offloading buoy response and experimental validation   16.4.290-296

     floating, tidal current power generation system   11.1.77-79

ocean observation, automatic position-adjustable elevator for workboat     16.3.202-209

     wave observation, model and field experiments for ocean radar system    13.1.21-28

Buoyancy force, wave, horizontal members   4.3.212-218

Buoyant tethered platform, corrosion fatigue, fractography   4.3.234-240

Burial, thermal conductivity of deepwater offshore sediments   14.4.310-314

Buried crusts, cobalt-rich   3.4.258-263

Buried structures, earthquake analysis   11.2.133-140

Burr, up-set    8.2.144-147

Burst

     pressure, double-wall pipe  4.2.142-150

test, hydrostatic, development and mechanical properties of X120 linepipe, high-performance

feature issue   14.1.29-35, 42-51, 60-68

B-value; influence of imperfect saturation on deformation characteristics and pore water pressure buildup under cyclic loading for sand  20.2.132-139

 

@

C

Cable(s)

     atmospheric icing, rate, device   5.1.43-50

     attachment, circular cylinder, ocean mining    3.4.280-298

     axial and bending stresses   3.3.172-175

     bending, damping   3.3.189-196

     bending stiffness    2.2.110-113, 3.3.162-167

     body systems   3.3.176-182, 3.3.183-188

     burial, undersea   10.4.310-315

     compression, ill-posed problem   3.3.168-171

     deepwater   9.3.208-213

     deployment, towing, strumming, tensions   3.3.205-212

     dynamics, see topic entry below

     laying, cable-seabed interaction, numerical simulations   14.2.118-124

     locked coil, bending, fatigue, stiffness, strands   5.2.153-160

     low and zero tension   2.2.110-113

     low-tension, underwater vehicle   3.3.213-218

lumped mass approximation, towing and winch control strategy for underwater vehicles in sheared currents    16.3.218-227

     lumped-mass model for low-tension ROV tethers   11.4.282-289

     marine, flow-induced vibrations   1.1.18-28

     marine, oscillations   1.2.32-37

     mooring  1.3.176-182, 9.3.208-213

     multi-segmented mooring line analysis in cohesive seafloor   11.2.141-146

     numerical methods   2.2.110-113

     protection, undersea cable   10.4.310-315

     riser, thruster control   6.4.294-297

     simulation deployment bending   3.3.197-204

     smart cable, multi-AUV system for rapid inspection of underwater structures   14.4.265-273, 14.4.274-283

     steel, large diameter, friction, stiffness       6.3.219-226

     steel, lay angle, dynamics   7.1.54-62

     steel, see also Wire rope

     tow, length of   9.2.112-116

     towed, cable-seabed interaction, numerical simulations   14.2.118-124

     towed undersea plow   10.4.310-315

     submarine, deep sea, ROV   6.4.262-267

     variable length; ship and winch regulation for ROVfs waypoint navigation   19.3.214-223

vibration, considering interlayer Coulomb friction   15.3.229-234

     wire indentation   4.4.340-345

Cable dynamics

     arrays of offset bodies   3.3.176-182, 3.3.183-188

     cable-seabed interaction, numerical simulations   14.2.118-124

     loop formation in cables under compression   12.3.217-222

     low-tension, underwater vehicle   3.3.213-218

     lumped-mass model for low-tension ROV tethers   11.4.282-289

     mooring lines   7.1.48-53

     ship and winch regulation for ROVfs waypoint navigation   19.3.214-223

     steel, lay angle   7.1.54-62

     surface-mooring, oceanographic   4.3.219-222, 10.3.200-208

     suspended cables   3.3.176-182, 3.3.183-188

     torsional mechanics in dynamics simulation of low-tension ROV tethers   14.3.218-226

     touchdown region of catenary moorings   11.4.273-281

     towed seafloor plow   9.2.112-116

     towed underwater vehicle   2.1.38-45    

Caches, sea, submerged and floating, numerical free-surface flows   11.3.191-193

CAD   1.3.228-234

CAE   1.3.228-234

Caisson(s)

     effect of electric field intensity on electrocementation of caissons in calcareous sand   17.1.74-79

     foundation, jacket structures   4.3.223-230

     -pile-seabed interaction   9.3.226-232

     platform in shallow water, ice model tests   17.4.270-275

     -soil interaction, numerical analysis of suction caissons in clay   13.2.154-159

     suction, anchors, lateral undrained resistance   11.3.211-219

     suction, in clay, numerical analysis   13.2.154-159

     suction, vertical uplift capacity   12.2.89-97

Calcareous sand

      effect of electric field intensity on electrocementation of caissons  17.1.74-79

     electrokinetic cementation for offshore foundations   18.1.73-80

Calculations, ice, compacting    3.2.139-142

Calibration

     analytical solution using centrifuge model tests, mooring lines   10.3.236-240

     safety level, production ships   4.4.302-311

     transition of soil strength during suction pile retrieval in sand   15.2.155-159

Cam-Clay model, Modified   12.2.89-97, 13.2.154-159

Camera, range gate, underwater laser viewing   6.1.1-8

Canadian Arctic Archipelago, data statistics from Barrow Strait, central section of NW Passage    18.4.277-281

Cans

     multiplanar tubular steel XX-joints, static strength   7.2.146-153

     tubular joints   2.1.1-6

Cantilever

beam, double (DCB) specimen, crack length measurement, DCPD   5.2.147-152

beam test, flexural strength of drifting first-year ice in Barents Sea   17.3.169-175

multiple free-hanging circular cantilevers in uniform flows   19.2.98-114 

Canyons, submarine; waves and other forms as evidence of geohazards in Caspian Sea   20.4.241-246   

Cap-pile-soil system, influence of pile cap flexibility   18.1.65-72

Capacity

     bearing capacity, surface footing on soft clay underlying stiff nonhomogeneous desiccated crust   20.3.224-232

     bearing, pipelines   4.1.30-35

     bearing, shallow, sand, footing, failure-envelope   6.1.62-67

     bearing, ultimate, unsaturated oil-contaminated sand, direct shear test   11.3.220-226

     compressive pile, degradation    10.3.229-235

     deformation, pipe, pipeline, bend   5.4.294-307

     discharge, prefabricated horizontal drains   13.2.147-153

     high strain capacity X60 linepipe steels with superior strain aging resistance   18.3.171-175

     load, electrokinetic cementation of calcareous sand for offshore foundations  18.1.73-80

     load-carrying, electrokinetic enhancement of skirted foundation element   13.3.182-189

     section, reinforced concrete offshore structures under extreme wave loading, reliability calculation   16.2.138-145

     ultimate, multiplanar   4.2.134-141

     ultimate, tubular joints   3.1.43-50

     ultimate holding   9.1.73-78

     uplift, pipelines in jetted clay backfill   12.4.280-287

     uplift, vertical pile, clay   3.3.231-235

     uplift, vertical, suction caissons   12.2.89-97

Carbon dioxide, self-transport to large depths   13.2.139-146

CO2

      reduction; sustainable renewable; source diversification; efficiency improvement; green growth    20.3.161-166

     ocean sequestration; diffusion simulation of CO2 discharged in mesoscale deep ocean by using moving-nesting grid technique   20.1.48-53

Carbon steel joints, friction stir welding, microstructural study   14.4.284-288

Carbonate soils, pile foundations   2.2.114-122

Carbonitride, solidification of Nb-Ti bearing HSLA steels   14.2.132-137

Carrier, LNG, sloshing   5.1.10-16

Cartesian

     cut-cells, Boussinesq cut-cell model for wave scattering from cylinder in shallow water   17.4.266-269

     CIP-based Cartesian grid method, numerical simulation of strongly nonlinear wave-ship interaction   20.2.81-87

     numerical simulation of 2D violent sloshing flows by using CCUP method   20.3.204-209

waves and other forms as evidence of geohazards in Caspian Sea   20.4.241-246   

Caspian Sea, waves and other forms as evidence of geohazards   20.4.241-246   

Catenary moorings, touchdown region   11.4.273-281

Catenary riser

     dynamic bending moment   7.4.293-300

     dynamic curvature   8.4.303-310

CBS, see Cross-bi-spectrum

CCUP, see Method(s)

Cell size   8.2.148-154

Cement clinker stabilization, seabed tunnel, earthquake   7.3.233-237

Cementation, electrochemical, of calcareous sand for offshore foundations   15.1.71-79

Cementing agents, electrocementation of marine clay induced by electrokinetics   13.4.308-315

Centrifuge, centrifugal

     forces; loads on tie-down systems for floating drilling rigs during hurricane conditions   20.2.95-102

     geotechnical, horizontally loaded suction piles   10.3.222-228

     model test, groundwater pollution due to pile foundations in waste disposal site   16.1.65-72

     model tests, upheaval capacity of pipelines in jetted clay backfill   12.4.280-287

     model tests on mooring lines   10.3.236-240

     modeling, anchor-pipeline interaction   17.1.67-73

modeling; keying of plate anchors NC clay under inclined loading   19.2.135-142

     tests, effect of soil compaction piles on settlement reduction in soft ground   15.3.235-240

Ceq(IIW); material design for line pipe steel to minimize HAZ softening and obtain good HAZ toughness   18.3.204-210

CFD, see also Computational

     code verification of unsteady flow solvers with method of manufactured solutions   18.2.120-126

numerical simulation of flow around elastically mounted cylinder   13.2.99-104

     numerical study on unsteady flow around mechanical pectoral fin   15.3.161-167

     seabed response under waves with free-surface water flow, numerical investigation   17.2.97-104

     simulations of hydro-elastic impacts using parallel SPH model   20.3.181-189

     validation of numerical code by particle method for violent free-surface problems   16.4.261-267

     validation, transient tests for ship seakeeping   11.3.184-190

     wind turbine, numerical analysis of large-scale vertical axis   14.3.233-238

Chain(s)

     bending stiffness   3.3.162-167

     links   1.4.317-323

     mooring, fatigue reliability, life-cycle costs   7.2.135-140

     multi-segmented mooring line analysis in cohesive seafloor   11.2.141-146

Chamber

     air, water column (OWC)-type wave energy converter, numerical analysis on 2-D optimal profile of floating device   16.4.297-304

pressure, test    10.3.229-235

Change

     of water level, ice forces   2.3.222-227

     phase, with heat transfer   7.2.127-134, 7.3.226-232

Channel(s) 

     converging, flow of ice   16.4.268-273

      entrance, operation and design   8.3.200-206

     modeling of brash ice channel and tests with model CCGS Terry Fox  19.3.206-213

     submarine; waves and other forms as evidence of geohazards in Caspian Sea   20.4.241-246   

Chaos, chaotic motion(s)

     fully nonlinear numerical wave tank, application   9.2.90-96

     nonlinear dynamics   3.1.26-31

     subharmonic   2.1.61-66

Charpy V-Notch (CVN) toughness target, energy, high-performance pipeline technology (X120-grade steel), feature issue   14.1.2-28, 36-41, 60-68

Chimera domain decomposition   7.4.277-284, 8.3.182-191, 10.2.112-122, 12.3.206-212

Chimera grid system   15.3.161-167

Chord bending, overall, multiplanar tubular steel TT-joints   5.4.308-316

Chord stress functions

effect of chord load on ultimate strength of CHS X-joints   17.4.301-308

K gap joints of rectangular hollow sections   17.3.225-232

CHS, see Circular hollow section

Chikyu, Japanese drilling vessel; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion   20.1.7-14

CIP (Constrained Interpolation Profile), see Cartesian Grid Method

Circular

     footing, vertical circular cylinder   4.1.11-17

     plate, linear wave  14.2.81-85

Circular cylinder

     bottom, seepage force, irregular wave   7.1.70-76

     cable attachment, ocean mining   3.4.280-298

     finite-length, flow visualization   2.2.81-86

     gap effect on transversal force acting on array   15.4.249-256

     horizontal, hydrodynamic force   1.4.279-283

     submerged horizontal; nonlinear wave diffraction   19.3.198-205

     vertical, horizontal and vertical oscillations   4.1.11-17

     vertical, random wave force coefficients   4.4.278-283

     vertical, wave loading   4.3.206-211

Circular cylindrical shell, stability

     experiment   5.2.134-141

     theory   5.1.51-57

Circular hollow section (CHS)

     plate to CHS joints; joints between plates or I sections and a CHS chord   19.3.232-239

uniplanar T-joints, axially loaded, ultimate strength formulation   16.4.305-312
     X-joints,  effect of chord load on ultimate strength   17.4.301-308   

Circulating flow   1.4.279-283

Circulation

Clarion-Clipperton Ore Zone of Pacific (1993)   11.3.231-236

     wave, inertia loading   1.4.247-254

Civil construction, submarine, underwater, laser, viewing   6.1.1-8

CJP welding; stochastic analysis for FPSO based on shipyard practices   18.2.142-148

Clarion-Clipperton Ore Zone of Pacific (1993), hydrodynamic conditions   11.3.231-236

Clashing: riser interference and VIV amplification in tandem configuration   16.1.33-40    

Clay(s)

     backfill, jetted, upheaval capacity of pipelines   12.4.280-287

     barrier, natural; model test, groundwater pollution due to pile foundations in waste disposal site   16.1.65-72

     breakout force  1.3.195-199

     centrifuge modeling of anchor-pipeline interaction   17.1.67-73

     creep behavior of deep-sea and island clays at room and elevated temperatures   15.1.65-70

keying of plate anchors NC clay under inclined loading   19.2.135-142

     marine, field instrumentation assessment of offshore land reclamation works   14.4.315-320

     marine, flocculation, permeability   6.3.234-239

     marine, geotechnical characteristics   12.2.81-88

     molded, steel pile   5.3.235-239

     numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis   20.4.313-320

     pile, skin friction   7.1.77-80

     reclaimed; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust   20.3.224-232

     slurried marine clay    9.4.314-319

     soft; application of flat DMT and ANN for estimation of undrained shear strength   16.1.73-80

     soft; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust   20.3.224-232

     soft, marine, electrocementation induced by electrokinetics   13.4.308-315

     soft, marine, electrokinetic strengthening   12.1.64-73, 13.3.182-189

     soft, plate anchor    5.3.230-234

     thermal conductivity of deepwater offshore sediments   14.4.310-314

     undisturbed    9.2.105-111

     vertical pile, uplift capacity, inclined load   3.3.231-235

     viscoelastic-viscoplastic constitutive model, dynamic behavior characteristics in wide strain range   16.2.153-160

Clearance

     quay-wall, berthing operations   10.2.112-122

     underkeel   7.4.277-284, 8.3.182-191, 8.3.200-206, 10.2.112-122

Climates, polar, thermal engineering of   7.2.127-134, 7.3.226-232

Clinker, cement stabilization, seabed tunnel, earthquake   7.3.233-237

Closed Cycle Fuel Cell system, advanced technologies for cruising AUV Urashima  18.2.81-90

Cluster, short cluster airgun array for shallow to deep crustal survey   19.1.60-65

Coanda effect, jet-wall interaction in shallow waters   17.3.213-217

Coarse sand, hydraulic conductivity   2.4.318-320

Coastal engineering

     Coastal bottom-surface slope, mathematical modeling of shock loading of solid ice cover   16.1.1-4

     design wave conditions   10.2.99-106

     dikes, seismic rehabilitation by sheet-pile enclosures   13.3.175-181

moored floating, performance   15.4.264-273

     pile-restrained floating breakwater   8.4.265-269

     structures, wave forces, horizontal plate   6.1.19-26

     wave basins   5.1.1-9

Coastal region, Lagrangian drifter for water mass movement   12.3.213-216

Coastal waters, Korea, organitin compounds, TBT       6.4.313-319

Cobalt-rich

     crusts, resource potential reserve   3.4.258-263

     manganese crusts, mining system, review   6.4.244-254

     manganese deposits, geotechnical characteristics, mining system   5.1.75-79

Code verification of unsteady flow solvers with method of manufactured solutions   18.2.120-126

Coefficient(s)

     added mass and damping coefficient; 3D effects on measured results using a 2D model in narrow wave channel   20.2.88-94

     added mass, drag, lift   2.2.81-86

     air-ice drag   12.2.121-125

     consolidation; finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil   19.2.143-150

     drag and inertia   2.3.161-167

     drag and lift, multiple free-hanging circular cantilevers in uniform flows   19.2.98-114

     force, Morison equation   1.4.255-263

     hydrodynamic, OWC-shoreline devices   11.2.147-154

     hydrodynamic, sway and roll hydrodynamics of cylindrical sections   13.4.241-248

     hydrodynamic, VLFS   1.4.307-316

     Morison equation   1.2.115-121

     random wave force, vertical circular cylinder   4.4.278-283

     reflection, experimental optimization, perforated structures in ship-generated waves   14.2.98-103

     roll damping of 2-D cylinders   13.3.205-208

     (of) settlement reduction, effect of soil compaction piles on settlement reduction in soft ground   15.3.235-240

     (of) stress concentration, effect of soil compaction piles on settlement reduction in soft ground   15.3.235-240

Coexistence of wind waves and swell   7.4.241-245

Cohesive seafloor, mooring line analysis   11.2.141-146

Collapse

     analysis, ISUM approach, double-bottom ship structures   13.3.224-231

     analysis of stiffened plates, new simplified model   12.2.126-133

     buckling/plastic   7.4.285-292, 9.1.1-9

     capacity of corroded pipes   11.1.55-63

     improved resistance of UOE line pipe with thermal aging for deepwater applications   17.4.280-287

mechanism of buffer bow structure on axial crushing, ship collision  15.2.147-154

     pressure, prediction and measurement methodology of UOE pipe, high-performance pipeline technology feature issue   14.1.52-59

     progressive       9.1.1-9

     testing on short linepipe for deepwater applications    17.4.309-316

     thick pipes   4.4.312-319

     thick tubes   3.2.121-129

Collector, deep-ocean mining, Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil   17.2.132-138

Colliding energy   10.3.217-221

Collision

     absorbing efficiency, new material protective device   10.3.217-221

     airplane, with large floating structure used as airport   11.2.118-124

     analysis, airplane and marine airport   11.2.118-124

     offshore structure   1.4.293-299

     risk, iceberg   4.1.48-52

     ship, collapse mechanism of buffer bow structure on axial crushing   15.2.147-154

     ship, new material protective device   10.3.217-221

     effect of buffer bow structure in ship-ship collision   18.2.133-141

     ship-ship, VLCC side structures      11.2.113-117

Column(s)

     buckling strength    1.4.284-292

     damaged   4.2.127-133

     effect, vertical and horizontal square cylinder   5.3.180-187

     fixed vertical truncated   9.1.48-54

     oscillating water (OWC), dynamic nonlinear response   7.2.154-159

     oscillating water, wave energy   3.1.66-72

     rigid, vertical, free surface fluctuation    6.1.41-46

     vertical truncated, horizontal force of    9.3.167-174

Columnar ice   2.3.212-221

Combined

     BEM-FEM model    8.1.30-38

     loading, capacity of corroded pipes   11.1.55-63

     motions, submerged pontoon, viscous damping    5.4.241-250

     pressure and bending, and tension, thick tubes, collapse   3.2.121-129

     tension and bending, thick pipes    4.4.312-319

     wave and current flow   11.2.93-98

Commissioning and pigging 8000 Km of subsea pipelines, Statoil   16.1.41-47

Compacting, ice   3.2.139-142

Compaction pile methods, applicability to SCP   13.1.66-72

Comparison with code predictions, multiplanar joints    4.2.134-141

Compliant

     offshore structures, slow-drift motion   7.2.119-126

     TLP, wave load   5.2.111-119

Composite

     breakwater, investigations of wave reflection characteristics   17.2.112-118

     glass-fiber, pultruded, Izod notch toughness    13.3.232-239

     glass-fiber, reinforced polymer (FRP), effect of load rate on notch toughness   15.1.54-61

     ground reinforced by sand compaction piles   17.3.233-239

     ground, sand compaction pile (SCP)-reinforced, with low area replacement ratio, drained triaxial behavior   17.2.152-158

     lamination, failure analysis   4.3.248-256

     structure, Arctic   1.4.324-326

     structures; temperature effect on vibration characteristics of laminated beam   20.2.118-124

Compressibility, normally consolidated clays using PCPT dissipation results   20.3.233-240

Compression

cable, ill-posed problem      3.3.168-171

index; compressibility for normally consolidated clays using PCPT dissipation results   20.3.233-240

     mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression   20.1.61-67

zone, reliability calculation of reinforced concrete offshore structures under extreme wave loading  16.2.138-145

Compressive

     pile capacity     10.3.229-235

     residual stress, through-thickness crack using local heating   12.3.223-228

     strength, high strain rate loading, fracture study of ice   14.3.182-188

Computational

     efficiency and robustness, multigrid technique for numerical simulations of water impact phenomena   16.4.283-289

     fluid dynamics (CFD)  3.2.81-92, 13.4.249-253, 16.2.104-111, 17.2.97-104

     mechanics for ships and offshore engineering from construction to structural collapse   17.4.241-253

     method   8.3.173-181

Computation(s)

     numerical simulation of strongly nonlinear wave-ship interaction by CIP-based Cartesian grid method   20.2.81-87

     potential and viscous, roll damping of 2-D cylinders, FPSO   13.3.205-208

Computer

     -aided Fine Dot Grid strain method, fracture process zone   4.2.156-161

     models, pile, design       6.2.91-95

     simulation, ice loads       2.2.123-128

     simulation of thermal problems   7.2.127-134, 7.3.226-232

Concave and convex

     crest, strong and weak asymmetric wave   7.3.161-167

     shape wave, impact forces     6.4.291-293

Concentration

     high; hydrate core sample using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection\Part III   20.2.125-131

     spreading of old ice in Barents Sea   20.1.54-60

Concrete

     creep analysis, TLP   7.3.168-173

     pavement, airplane collision   11.2.118-124

     reinforced concrete offshore structures under extreme wave loading, reliability calculation   16.2.138-145

     structures, abrasion of, crushing ice   6.2.144-151

Condition(s)

     absorption, time domain   11.3.168-175

     anisotropic sea-ice dynamics model     8.1.9-15

     boundary, free-span pipeline     6.1.53-61

     contact, heat source models in simulation of heat flow in friction stir welding  14.4.296-304

     cyclonic, response prediction    8.1.58-65

     edge; synergies between VLFS hydroelasticity and sea ice research   18.4.241-253

     free-end; multiple free-hanging circular cantilevers in uniform flows   19.2.98-114

     (at) infinity, nonlinear surface wave diffraction   1.1.77-85

     meteorological, sea and port freezing in winter, numerical calculation model   15.3.215-222

     open boundary, nonlinear waves   4.3.174-182

Conductivity

     hydraulic, coarse sand   2.4.318-320

     surface, ice-covered insulators   6.4.298-303

     thermal, of deepwater offshore sediments   14.4.310-314

Conductor(s)

     hydraulic fracture, drilling    2.4.303-308

     pipes, lock-in   4.3.231-233

Conferences, ISOPE, Award Recipients (1993, 1994, 1995)    5.4.319

Confined water effects on manoeuvring capabilities of self-propelled submarine   17.2.89-96

Confinement, lateral, ice   5.1.23-31

Confining pressure

    cylindrical diaphragm wall movement during deep excavation   13.4.285-292

    discharge capacity of prefabricated horizontal drains   13.2.147-153

     strain-rate dependence of triaxial compressive strength of artificial methane-hydrate-bearing sediment       20.4.256-264 

Conical, ice, model testing    3.4.313-321

Connection(s)

     beam-column, without weld-access holes, testing   12.3.229-235

     nailed tubular, fatigue behavior   10.3.209-216

     tubular, welded joints, ultrasonic peening   6.4.304-307

      welded, K-joint tubular girders   10.1.50-56

     welded, multiplanar tubular DT joints   12.4.305-310

Connector

     hinge, rigid, large floating multiple connected structure, hydrodynamic interaction   5.3.204-211

     loads, impact of stiffness on motions of    9.2.126-133

Consolidation

     clay backfill, pipeline upheaval capacity   12.4.280-287

     coefficient; finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil   19.2.143-150

     compressibility for normally consolidated clays using PCPT dissipation results   20.3.233-240

     geotechnical characteristics of marine soil deposits   12.2.81-88

     mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression   20.1.61-67

     process of geotextile tube with fine-grained materials   14.2.150-158

     seabed response under waves with free-surface water flow, numerical investigation   17.2.97-104

     self-weight   14.2.150-158

Constant

     head, test, hydraulic conductivity   2.4.318-320

     panel method      1.1.8-17, 9.4.283-292

Constraint(s)

     loss; fracture assessment procedure for structural components under cyclic and dynamic loading   18.3.196-203

       oscillation, method for optimal control   11.2.155-160

Constrained Interpolation Profile (CIP), see Cartesian Grid Method

Construction

      civil, submarine, underwater, laser viewing   6.1.1-8

     offshore pipelaying operations   8.3.213-221

     piles in cohesionless soil, lateral load performance   13.3.161-167

     test, 20~30-m ice dome    12.4.264-270

Consumables, evaluation of welding procedures and consumables for hyperbaric GMAW for diverless retrofit tee hot-tap applications   18.3.149-155

Contact

     angle measurements    7.4.246-253

     area   8.3.161-166

     condition, heat source models in simulation of heat flow in friction stir welding  14.4.296-304

     constraints, pipelaying, stinger   6.3.212-218

     mechanics, BEM, ice, indentor   7.1.16-21

     pressure distribution, extended distinct element method, crushing ice    6.2.144-151

     surface, numerical analysis of suction caissons in clay    13.2.154-159

Container(s), pressurized LNG, advanced cryogenic properties for fabrication   16.2.118-122

Container ship(s), post-panamax; effect of bow flare shape on water impact pressure   16.2.112-117

Containment

     membrane containment system; full-scale sloshing impact tests\Part I   20.1.24-33

     membrane containment system; influence of raised invar edges on sloshing impact pressures   19.4.280-285

     system: tank sloshing assessment methodology\the new generation   19.4.241-253

Content

     heat, of water incoming with Nordcapp Current, northeastern Barents Sea from early 1950s to present   17.3.161-168

hydrogen, crack nucleation time   4.2.151-155

Contaminant leakage, groundwater pollution due to pile foundations in waste disposal site; model test  16.1.65-72

Continuum damage, ice forces   2.2.129-134, 5.1.23-31

Contour plots, joint probabilistic model, wind and waves, northern North Sea   12.1.1-8

Control

     adaptive, Self-Adaptive Feedback Feedforward (SAFF)   10.4.269-275

     disk-type underwater glider for virtual mooring and field experiment   19.1.66-70

     dynamic positioning, semisubmersible platform   10.3.187-194

     expansion, design for thermal buckling, Asgard transport gas trunkline   12.4.271-279

     gain scheduled H4, dynamic positioning system    11.4.267-272

     and guidance, biology-inspired precision maneuvering of underwater vehicles, Part 3    15.2.81-87

     H4    10.3.187-194

     iterative learning, for underwater robots   13.2.120-127

     learning track-keeping, successive   10.3.182-186

     linear parameter-varying, techniques, underwater vehicle   13.1.52-59

     nonlinear active   9.2.141-148

     open-close loop   9.2.141-148

     oscillation, method for constrained optimal control   11.2.155-160

     passive flow control of vortex shedding around pipe section using porous sheath   16.2.90-96

     penetration, molten pool oscillation in TIG arc welding   14.2.145-149

     phase, optimum control of oscillation of wave-energy converters   12.2.147-155

     positioning-controlled friction welding process of aluminum alloy  16.2.132-137

     reactive, optimum control of oscillation of wave-energy converters   12.2.147-155

     robust-to-modeling-uncertainties nonlinear control design for offshore structures   18.1.91-98

     sliding mode, underwater manipulator    16.3.210-217

     system, behavior-based robot fish, research on patrol algorithm   15.1.1-6

     thruster, riser, vibration damping    6.4.294-297

     vibration by absorber, pipe string   4.1.62-67

     wave, L-shaped structures    4.4.292-297

Convection

     Marangoni; root bead penetration in hyperbaric GTAW of X70 pipeline   16.2.123-127

thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway    20.3.210-217

Convective instability, water wave, wind-induced     5.4.273-278

Convergence and accuracy; computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances  18.4.292-301

Conversion, wave energy   10.2.145-152, 11.1.72-76, 12.2.142-146, 13.4.316-320, 15.4.292-299

Converter, wave energy    10.2.153-159, 15.4.292-299, 16.4.297-304

Convex and concave

     crest, strong and weak asymmetric wave   7.3.161-167

     shape wave, impacting process   6.4.291-293

Cooling rate, solidification of Nb-Ti bearing HSLA steels   14.2.132-137

Cooling, water; improved inherent strain analysis for plate bending by line heating considering phase transformation of steel   17.2.139-144

Coordinates, intrinsic   10.1.57-63

Coordination and cooperation, robot fish architecture   15.1.1-6

Core movement, umbilical   3.2.150-155

Core sample

     natural gas hydrate, dissociation behavior using thermodynamic inhibitor\Part I   16.1.5-9

     natural gas hydrate, dissociation behavior using thermodynamic inhibitor, experimental investigation using long core samples\Part II    18.2.156-159

     natural gas hydrate, dissociation behavior, using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection\Part III   20.2.125-131

Coring, gravity, cobalt-rich manganese deposits   5.1.75-79

Correlation, noise, wind, temperature, ice deformation   6.2.152-158

Corrosion

     carbon dioxide, pipelines   10.2.123-130

     corroded pipes, buckling/collapse strength   11.1.55-63

     defect, strength criteria, analytic predictions of failure pressure in line pipes   14.2.125-131

     fatigue crack growth test methods in sour environment   20.2.103-109

     fatigue, stress cracking   4.3.234-240

     margins; stochastic analysis for FPSO based on shipyard practices   18.2.142-148

     ship hull   2.2.135-140

     stress, testing, DCB specimen, DCPD   5.2.147-152

     stress cracking, high-strength steel   5.1.67-71

Costs, life-cycle, mooring chains   7.2.135-140

Coulomb friction, interlayer, cable vibration   15.3.229-234

Counter-rotation, double rotors, rotational torque   11.1.77-79

Coupled

     analysis, deepwater oil offloading buoy response and experimental validation   16.4.290-296

     axial bending and torsional responses, vertical pipe, deep-ocean mining       6.3.203-211

     bending-axial, pipe, deep ocean      2.4.289-296

     coupled mini-TLP and tender barge response in random seas   18.2.112-119

     dynamic analysis, hull/mooring/riser   20.2.95-102

     natural frequency       9.3.201-207

     pipe dynamics, deep-ocean mining   4.4.320-330, 4.4.331-339

     response, slowly varying, bichromatic, random waves, Spar platform       6.1.27-34

     responses, nonlinear, free-span pipeline      6.1.53-61

     responses, nonlinear, tethered spar platform   7.2.111-118

     (and) uncoupled model, TLP   4.4.284-291

Coupling

     ship and fender, for berthing operations   10.2.112-122

     torsional, axial dampers, elastic joints, vertical pipe, deep-ocean mining   7.1.36-43

Cover

ice, conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present   17.3.161-168

ice, dynamics   3.1.51-55

     sea-ice, hierarchic and fractal properties   3.2.128-132

CPI (Cubic interpolated propagation) method   15.3.198-203

Crack(s)(ed)(ing)

     arrest, and arrestor testing and analysis of X120 linepipe, high-performance pipeline technology feature issue   14.1.42-51

     cold, high-performance pipeline technology (X120-grade steel), feature issue   14.1.2-17

     corrosion stress, high-strength steel   5.1.67-71

     fatigue, propagation   9.1.68-72

     fatigue, welded T-joints   11.2.125-132

     fatigue growth, test   12.3.223-228

     fatigue growth, tubular joints   4.3.241-247

     ice cover   1.3.212-219

     ice sheet        10.3.173-176

     (and) leads, fractal properties of ice-cover geometry       13.1.1-3, 79

     length measurement, DCB specimen, DCPD       5.2.147-152

     nucleation time, hydrogen content   4.2.151-155

     oblique, in ice sheet    12.3.157-162

     problems, stress singularity field problems   13.2.133-138

     SN curves   8.2.130-139

     stress corrosion   4.3.234-240

     synergies between VLFS hydroelasticity and sea ice research   18.4.241-253

     through-thickness, fatigue life extension using local heating   12.3.223-228

Crane, lifting analysis for heavy ship-hull blocks  using 4 cranes   15.1.62-64

Crashworthiness, grounding, ship dynamics   6.3.195-202

Creep

     behavior of deep-sea and island clays at room and elevated temperatures   15.1.65-70

     damage, frozen soil, embedded pile     6.2.96-103

     frozen soil, finite element method   6.2.96-103

     ice   3.2.130-138

     life, quantifying residual creep life of polyester mooring ropes  15.3.223-228

     life, superheater tube   4.1.36-39

     plate anchor, soft clay   5.3.230-234

     submarine; waves and other forms as evidence of geohazards in Caspian Sea   20.4.241-246

     test, 20~30-m ice dome   12.4.264-270

Crest

     concave and convex, strong and weak asymmetric wave   7.3.161-167

     height distribution   12.4.243-248

     height, significant   10.4.255-262

     long-crested wave; effect of bow flare shape on water impact pressure   16.2.112-117

     width   8.4.258-264

Criteria(on)

conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present   17.3.161-168

     failure, ice loads   4.1.53-6

     strength, analytic predictions of failure pressure in linepipes   14.2.125-131

Critical embedment ratio, metal pile, sand   2.3.234-237

Cross-bi-spectrum (CBS), vertical response of offshore structures to nonlinear waves (a review)   17.2.81-88

Cross flow(s)

     Darrieus-type runner, turbine   8.4.318-320

     free-span pipeline    6.1.53-61

Cross-section, square, applied positioning-controlled friction welding process of aluminum alloy  16.2.132-137

Crossings 

     and oscillation intensities, analysis of ocean waves   10.4.255-262

     velocity of   10.2.91-98

Crushed rock: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway    20.3.210-217

Crushing, ice

     excursion distribution of, abrasion of concrete structures   6.2.144-151

     nonsimultaneous, Poisson process   6.2.138-143

Crust(s)

     bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust   20.3.224-232

     buried, cobalt-rich   3.4.258-263

     cobalt-rich manganese deposits, geotechnical characteristics   5.1.75-79

     cobalt-rich manganese mining systems, review   6.4.244-254

Crystallography, atmospheric icing, high voltage   7.1.13-15

CTOD (Crack Tip Opening Displacement)

test, weld metal       1.3.208-211

toughness; fracture assessment procedure for structural components under cyclic and dynamic loading   18.3.196-203

Current(s)

     acoustic tomography, real-time acoustic monitoring of ocean interiors   13.4.280-284

     bottom, hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993)  11.3.231-236

     combined wave and current flow   11.2.93-98

     direct potential drop (DCPD), crack length measurement, stress corrosion testing   5.2.147-152

     fluid-particle flows, numerical model   7.2.89-93

     interaction, bodies at forward speed, waves   1.1.58-63

     ocean; extreme wind, wave and current in deep water of South China Sea   20.1.18-23

     sand bed, cylinder (horizontal)   2.4.262-266

     shear, bichromatic, random waves, spar platform   6.1.27-34

     simulation   2.1.18-23

     steady; global and local scour at pile groups   15.3.204-209

     strong; maximum stress and fatigue strength of drill pipe in presence of strong ocean current   20.1.15-17

     tidal, power generation system   11.1.77-79

     tidal, current, simplified moving boundary treatment in Marine Environmental Committee (MEC) model   14.4.241-246

     turbidity; waves and other forms as evidence of geohazards in Caspian Sea   20.4.241-246   

     vibration, marine pipeline   5.2.81-90

     water, biology-inspired precision maneuvering of underwater vehicles, Part 3   15.2.81-87

     (and) wave, boundary element method   5.3.219-224, 11.1.33-41

     wave-current interaction for waves propagating against currents   17.4.259-265

     wave energy focusing   6.1.47-52

     -wave forces   10.4.276-284

     -wave forces on slender vertical cylinder   15.1.21-27

      (and) waves, ALP   4.4.298-301

Curve, cracked SN   8.2.130-139

Curve-fitting; temperature effect on vibration characteristics of laminated beam   20.2.118-124

Curved surface, CAD   1.3.228-234

Cushion, water, ship berthing    7.4.277-284, 8.3.182-191

Cut-cells, Cartesian; cut-cell model for wave scattering from cylinder in shallow water   17.4.266-269

Cutting, crashworthiness, grounding, ship dynamics   6.3.195-202

CWPT, see Curved wide plate test

Cycle(s)

     Rankine    9.2.158-159

     thermal, Izod notch toughness of pultruded glass-fiber composite   13.3.232-239

Cyclic

     deformations, prediction of fracture in  wrinkled energy pipelines   17.3.205-212

     load, beam-column connections without weld-access holes, testing   12.3.229-235

     loading, pile foundations   2.2.114-122

     loading, response of untrenched offshore pipelines   12.1.74-80

     loading, wire rope, large diameter   6.3.219-226

     local strain field, fracture process zone   4.2.156-161

     simple shear test; mechanical behavior of marine clay under wave loading   20.1.72-79

     strain distribution, fracture process zone   4.2.156-161

     strain intensity factor range, fracture process zone   4.2.156-161

     triaxial test; mechanical behavior of marine clay under wave loading   20.1.72-79

Cylinder(s)

     array, nonlinear diffraction    7.3.181-188

     array, vertical circular cylinders: experimental study on 2nd-order near trapping   15.2.96-103

     array, gap effect on transversal force acting on infinite array of circular cylinders   15.4.249-256

circular, cable attachment, ocean mining   3.4.280-298

     circular, finite-length   2.2.81-86

     circular, vertical, circular footing   4.1.11-17

     circular, vertical, vortex-excited vibration   8.1.66-73

     circular, vertical, wave forces    2.3.161-167, 4.3.206-211, 4.4.278-283

     circular bottom, seepage force, irregular wave   7.1.70-76

     downstream and upstream; multiple free-hanging circular cantilevers in uniform flows   19.2.98-114

     dual, fully submerged, fully nonlinear wave-body interactions   14.3.210-217

     elastic mounted, numerical simulation of flow, vortex-induced vibration   13.2.99-104

     elliptic, Strouhal number   2.4.267-280

     fixed and floating, hydrodynamic interaction   8.1.46-50

     flexible, vortex-induced vibrations and jump phenomenon   10.1.26-33

     floating   10.4.241-248

     forced, diffusive van der Pol oscillator, vortex shedding   5.4.256-260

     forced, van de Pol oscillator, vortex shedding   5.4.251-255

     fully submerged dual, fully nonlinear wave-body interactions   14.3.210-217

     horizontal, sand bed     2.4.262-266

     horizontal, slamming force 4.2.81-88

     horizontal, submerged, nonlinear Froude-Krylov forces   13.2.105-111

     horizontal, submerged, nonlinear wave reflections, transmissions   13.1.29-37

     horizontal, wave force, laboratory experiment   6.2.124-130

     horizontal, wave loading   1.4.247-254

     hydrodynamics   2.4.251-261

     irregular waves, forces   5.4.270-272

     large horizontal, wave impacts   4.1.23-29

     near-wall; flow-induced vibrations of cylinder with 2 degrees of freedom near rigid plane boundary   18.4.302-307

     oscillating, in-line force from combined wave and current flow   11.2.93-98

     oscillating, roughness effect   5.3.188-197

     polyhedral   8.3.207-212

     rectangular   10.4.276-284

     ring stiffened   1.2.137-145

     shedding; passive flow control around pipe section using porous sheath   16.2.90-96

     submerged dual, fully nonlinear wave-body interactions   14.3.210-217

     submerged horizontal circular cylinder; nonlinear wave diffraction   19.3.198-205

upstream and downstream; multiple free-hanging circular cantilevers in uniform flows   19.2.98-114

     2-D, study on roll damping   13.3.205-208

     vertical and horizontal, square, added mass, radiation damping   5.3.18-187

     vertical circular, array: experimental study on 2nd-order near trapping   15.2.96-103

     vertical circular, vortex-excited vibration    8.1.66-73

     vertical circular, wave forces, crossing waves   8.1.75-79

     vertical, impact pressures, on    1.2.94-100

     vertical, nonlinear Froude-Krylov forces   13.2.105-111

     vertical, piggyback, in regular waves   12.4.249-255

     vertical, random forces produced by high sea waves interacting with current   15.1.21-27

     vertical, runup due to waves and current   11.1.33-41

     vertical, submerged   8.3.173-181

     vertical, wave forces    3.3.225-230

     vibrating, oscillating flow, vortex regimes   7.2.94-103

     wave interaction with fixed vertical circular cylinder, numerical investigation   14.3.202-209

     wave run-up and response spectrum for wave scattering from a cylinder   19.3.183-188.

Cylindrical

     circular shell, stability, experiment       5.2.134-141

     circular shell, stability, theory        5.1.51-57

     diaphragm wall movement during deep excavation        13.4.285-292

     members, semisubmersible, low-frequency oscillation        3.1.17-25

     model breakwater on sandy seabed       11.4.241-247

     pressure hull, undersea       8.3.207-212

     shell, impact, local damage   2.2.147-152

     shell structures during earthquakes in ice-covered seas   13.1.4-11

 

 

D

D-section structural member, drag reduction, momentum injection, vibration suppression   5.3.161-165

Dam break

constitutive equation for fluid-particle flow simulation   16.1.18-24

     validation of numerical code by particle method for violent free-surface problems   16.4.261-267

Damage(s)(d)

     continuum forces, ice   2.2.129-134, 5.1.23-31

     creep, frozen soil, embedded pile   6.2.96-103

     cylindrical shell, impact   2.2.147-152

     grounding, double-hull tanker   5.4.285-293

     stability       8.4.280-282, 9.1.55-61, 15.2.109-116

     structural, on unit-linked offshore floating models   9.3.201-207

     survivability   8.3.192-199

     tubular element   1.1.27-41, 4.2127-133

Damage detection

     in flexible risers using statistical pattern recognition techniques   18.1.35-42

     nondestructive, offshore jacket structure   5.1.58-66

     structural damage on unit-linked offshore floating models   9.3.201-207

Damage potential, energy-based evaluation of excess pore pressure, 18.1.56-64

Damper(s)

     axial, elastic joints, vertical pipe, deep-ocean mining   7.1.36-43

     nutation, vibration suppression   7.3.174-180

Damping

     added mass   1.2.101-107

     added mass and damping coefficient; 3D effects on measured results using a 2D model in narrow wave channel   20.2.88-94

     artificial damping in water wave problems, effects     13.2.88-98

     beach   10.1.1-9

     effectiveness, moored floating breakwaters, performance   15.4.264-273

     floater, low frequency   1.2.164-166

     device, Mathieu-type instability of Spar platform in regular waves    15.2.104-108

     hydrodynamic, structure-fluid interaction, Morison equation   7.3.197-204

     hydrodynamic(s), added mass    2.4.251-261, 3.2.107-114

     linear, artificial damping in water wave problems   13.2.88-98

     linear and parabolic damping, nonlinear time-domain simulation of pneumatic floating breakwater  16.1.25-32

     longitudinal, vertical pipe string   7.2.104-110

     low-frequency, semisubmersible     3.1.17-25

     mass-damping parameter, dynamic response of oscillating flexible risers under lock-in events   19.1.23-30

     mooring line   10.3.200-208

     nutation     1.3.167-175

     parabolic and linear damping, nonlinear time-domain simulation of pneumatic floating breakwater  16.1.25-32

     radiation, horizontal and vertical square cylinder   5.3.180-187

     ratio   8.3.228-235, 16.1.57-64

     roll   10.4.241-248, 13.3.241-248

     roll, coefficient, 2-D cylinders   13.3.205-208

     scattering and damping of ice-coupled waves   18.4.263-270    

     steel cable, dynamics   7.1.54-62

     time variant, offshore structures    3.4.273-279

     vertical circular cylinder   4.1.11-17

     vibration, riser, thruster control   6.4.294-297

     viscoelastic laminated beam, temperature effect on vibration characteristics   20.2.118-124

     viscous, rolling rectangular cylinders   8.4.241-250

     viscous, submerged pontoon   5.4.241-250

     wave drift   1.3.235-241,     1.4.264-269, 1.4.270-278, 2.3.168-174, 4.1.18-22, 8.2.102-109

     wave drift, analytic solution, PC-based, TLP    5.4.261-269

Darcyfs Law; wave deformation and blocking performance by N porous bottom-mounted vertical circular cylinders   20.4.284-291

Darrieus-type turbine, cross-flow runner    8.4.318-320

Database

experimental, collapse, thick pipes   4.4.312-319

principal particulars, recent trend in design parameters of ice-transiting vessels   18.4.282-287

DCB (double cantilever beam) specimen, crack length measurement, corrosion testing, DCPD  5.2.147-152

DCPD, see Direct potential current drop

Decarburization, surface, molybdenum wire   7.1.44-47

Decay; scattering and damping of ice-coupled waves   18.4.263-270

Decomposition

     chimera domain   7.4.277-284, 8.3.182-191, 10.2.112-122, 12.3.206-212

     Helmholtz, wave-current interaction in shallow flows       14.2.86-88

Deep excavation, predicting lateral wall deflection in top-down excavation by neural network   19.2.151-157

Deep ocean

     mining, axial dampers, elastic joints, vertical pipe   7.1.36-43

     mining, 4,000 and 18,000 ft, vertical pipe, elastic joints   6.3.203-211

     mining and pipe, 4,000 ft    4.4.320-330

     mining and pipe, 18,000 ft        4.4.331-339

     mining manganese crusts and nodules, technology, review    6.4.244-254

     mining system, cobalt-rich manganese deposits       5.1.75-79

     mining vehicle, SLTC algorithm       10.3.182-186

     pipe, coupled bending-axial   2.4.289-296

     pipe, long vertical, modeling of thrusts to elastic joints   9.2.117-125

     sensor, implantation   6.4.255-261

     technology, new directions   6.4.241-243

Deep sea

compressive capacity of open-ended pipe pile, earthquake and seaquake   10.3.229-235

     drilling, observatory, submarine earthquake   6.4.262-267

     hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993)   11.3.231-236

     research, France, sensors, technology, AUV, ROV       6.4.268-274

Deepwater

     collapse testing on short linepipe for deepwater applications    17.4.309-316

     extreme wind, wave and current in deep water of South China Sea   20.1.18-23

     oil offloading buoy response and experimental validation   16.4.290-296

pipeline, high-performance technology (X120-grade steel) feature issue    14.1-52-59

pipeline-soil interaction, seabed characterization and models   17.3.193-204

ultra-deepwater; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion   20.1.7-14

Defect(s)

     assessment, recent advances in curved wide plate testing and implications for strain-based design  18.3.161-170

     corrosion, strength criteria, analytic predictions of failure pressure in line pipes   14.2.125-131

     girth weld flaw assessment procedures for pipelines subjected to plastic straining   18.3.183-187

     weld, detection   5.2.142-146

Deflection(s)

     fender, berthing operations    10.2.112-122

     ice, ship wave wake       7.1.1-12, 7.2.81-88

     large, deep-ocean pipe   4.4.331-339

     lateral, diaphragm wall movement during deep excavation   13.4.285-292

     umbilical   3.2.143-149

     vertical; submarine moving closer to ice surface conditions   18.4.271-276

Deformability

high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process  18.4.308-313

     high-strength line pipes with enhanced deformability   20.4.298-305

     high-strength steel line pipe for strain-based design applications   18.3.220-225

Deformation(s)

     capacity, pipe, pipeline, bend   5.4.294-307

     cyclic, prediction of fracture in wrinkled energy pipelines   17.3.205-212

experimental study on interaction between flow current and cage structure   18.2.127-132

     failure of wrinkled X52 pipeline subjected to monotonic bending deformation and internal pressure   8.1.50-55

     ice, deflections, flexural, ship wave wake       7.1.1-12, 7.2.81-88

     ice, noise, wind temperature   6.2.152-158

     load, gusset-plate to CHS tube joint       10.4.292-300

     permanent, design of side structure of ice-strengthened tankers   15.3.210-214

     plastic, ship structures   10.4.285-291

     plastic, wave slamming of FPSO bow, mitigation   12.4.297-304

     potential for, silts, earthquake        6.4.308-312

     telescopic: finite element analysis for telescopic deformation and tearing rupture of wrinkled pipe   19.3.224-231

     wave, LONGTANK    4.3.200-205

Degradation

     compressive pile capacity   10.3.229-235

     modulus; mechanical behavior of marine clay under wave loading   20.1.72-79

Degree(s) of freedom

flow-induced vibrations of cylinder with 2 degrees of freedom near rigid plane boundary   18.4.302-307

single, analysis (SDOF), blast resistance, topside structure   7.3.212-219

Deicing

     /anti-icing fluids   5.1.32-36

     electrothermal deicing/heating of wind turbine blades; wind tunnel study   17.3.182-188

     ground wing   5.1.32-36

Delayed phenomenon, stress corrosion cracking, high-strength steel   5.1.67-71

Density ratio, see DR

Dent, tubular element   1.1.27-41, 4.2.127-133

Dependence, time; strain-rate dependence of triaxial compressive strength of artificial methane-hydrate-bearing sediment       20.4.256-264 

Deployment

     cables, towing       3.3.205-212

     simulation bending, cables   3.3.197-204

Deposits, cobalt-rich manganese, mining system   5.1.75-79

Depressurization

     methane hydrate reformation under dissociation process   20.1.68-71

     numerical study on dissociation of methane hydrate and gas production behavior in laboratory-scale experiments for depressurization: Part 3   19.2.124-134

Depth(s)

     basin depth, mathematical modeling of shock loading of solid ice cover   16.1.1-4

     finite, infinite, vertical and horizontal square cylinder, added mass, radiation damping   5.3.180-187

     finite, water wave diffraction       4.3.169-173

     infinite water, wave response analysis by accelerated Greenfs function method   17.1.32-38

     large, self-transport of carbon dioxide   13.2.139-146

     waterdepth-to-draft ratio   10.2.112-122

Derivatives, second spatial, wave load, compliant TLP   5.2.111-119

Derrick, drilling, jacket platform, structural dynamics   6.3.184-194

Desiccated crust; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust   20.3.224-232

Design

     computer, models, pile   6.2.91-95

     curves, hot-spot stress, fatigue assessment of welded structures   12.2.134-141

     equation, ice loads   4.1.53-61

     fatigue, K-joint tubular girders   10.1.50-56

     fatigue, multiplanar tubular DT joints   12.4.305-310

     fire safety, oil pool fires in engine room   15.1.46.53

     flexible limit state design for thermal buckling, Asgard transport gas trunkline   12.4.271-279

     high-strength steel line pipe for SBD applications   18.3.220-225

     ice loads: dependence of failure mode, global design   14.3.189-195

     ice-transiting vessels, recent trend in design parameters   18.4.282-287

     load calculations for iceberg impacts   9.4.298-306

     metallurgical, ultra high-strength steels for gas pipelines       14.1.2-80

     one-way buckling, thermally loaded pipelines   8.4.283-291

     optimum, method of wave power generating system with Wells turbine   14.3.227-232

     plastic, pipe, pipeline, bend   5.4.294-307

     procedure and Great Hanshin Earthquake, Kobe Port   10.1.64-72

     sand pile formation, suitability of fill materials   13.1.66-72

     sea-state prediction: new method for applying r-largest maxima model   19.3.176-182

     seismic, Northridge and Kobe earthquakes   12.3.229-235

     ship structural, optimization based on zooming FEM analysis   13.1.60-65

     spatial, variables      13.4.293-300    

     spiral strands, large-diameter       9.2.149-157

     strain-based applications: development of high-strength steel line pipe  18.3.220-225

     strain-based, material; for line pipe steel to minimize HAZ softening and obtain good HAZ toughness   18.3.204-210

strain-based, for thermal buckling, Asgard transport gas trunkline   12.4.271-279

strain-based, recent advances in curved wide plate testing and implications   18.3.161-170

     values: new method for applying r-largest maxima model for design sea-state prediction   19.3.176-182

     waves    10.2.99-106

Desingularised Boundary Integral Equation Method   13.1.29-37

Detection

     cumulative detection probability (CDP), optimal acoustic search path planning for sonar system based on genetic algorithm   17.3.218-224

     damage, nondestructive, offshore jacket structure   5.1.58-66

     structural damage on unit-linked offshore floating models   9.3.201-207

     weld defects, nondestructive, X-ray radiographic   5.2.142-146

Device

     cable atmospheric icing rate   5.1.43-50

     damping, Mathieu-type instability of Spar platform in regular waves    15.2.104-108

     floating, and onboard motion-compensated platform   11.2.155-160

     preventive, oil diffusion   8.4.311-317

     protective, ship collision   10.3.217-221

Diameter

     large, high-performance pipeline technology (X120-grade steel), feature issue   14.1.2-80

     large, wire rope, friction, stiffness   6.3.219-226

ratio, number of disks, shape of  buffer, longitudinal damping, vertical pipe string   7.2.104-110

Diaphragm wall; predicting lateral wall deflection in top-down excavation by neural network   19.2.151-157

Diffraction

     energy-dispersive X-ray; residual stress evaluation for weldment of structural components using instrumented indentation technique   17.4.276-279

     fast multipole method for wave diffraction-radiation problems and its applications to VLFS   16.4.253-260

     force, 2nd-order   2.3.175-185

     linear, theory, as prediction tool for airgap beneath multicolumn gravity-based structures   16.3.175-182

     neutron, crystallography, atmospheric icing, high voltage   7.1.13-15

     nonlinear flow with fully nonlinear boundary conditions       11.1.33-41

     nonlinear wave diffraction by submerged horizontal circular cylinder   19.3.198-205

     nonlinear wave, cylinder array   7.3.181-188

     nonlinear wave, submerged horizontal cylinder   13.1.29-37

     -radiation, comparison of classical and simple free-surface Green functions   14.4.257-264

     -radiation, wave   1.2.146-153, 8.2.102-109, 8.2.110-114

     -radiation wave, comparison of classical and weakly-singular representations of free-surface potential flows

15.4.241-248

     -radiation wave, ship advancing through regular waves in finite water depth   16.4.241-252

     2nd-order, bichromatic, random waves, spar platform   6.1.27-34

     2nd-order, radiation hydrodynamics program   11.1.42-54

     2nd-order and Stokes theory, airgap prediction   12.3.184-188

     2nd-order, theory   12.4.243-248

     2nd-order, theory, as prediction tool for airgap beneath multicolumn gravity-based structures   16.3.175-182

     theory, cylinder array   7.3.181-188

     theory for Spar platforms   14.2.104-109

     theory, submerged elliptical disk    6.1.35-40

     water wave diffraction and spectral response surface method   17.4.254-258

     wave, array, vertical circular cylinders: experimental study on 2nd-order near trapping   15.2.96-103

     wave energy focusing   6.1.47-52

      wave, free surface, offshore structure   6.2.104-111

     wave, near resonance, by array of plates   11.4.254-260

     wave response analysis of VLFS with attached submerged plate   13.3.190-197

Diffraction wave

     -induced motion, ocean platform        1.2.146-153

     L-shaped structures   4.4.292-297

     spherical structure    3.1.7-16

     water, axisymmetric obstacles   4.3.169-173

Diffusion

     fluid-particle flows, numerical model   7.2.89-93

     lime, marine clay, permeability   6.3.234-239

     metallography of dissimilar Fe-Ni joint by friction stir welding   16.3.228-232

     oil, preventive device   8.4.311-317

Diffusive van der Pol oscillator, vortex shedding, forced cylinder   5.4.256-260

Dike(s), coastal, seismic rehabilitation       13.3.175-181

Dilatancy; mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression   20.1.61-67

Dilation angle, dilative behavior of granular materials        13.4.301-307

Dilatometer test (DMT), flat, for soft clay, for estimation of undrained shear strength   16.1.73-80

Dilatory dissipation, finite difference analysis, on piezocone test in overconsolidated cohesive soil   19.2.143-150

Dimensionless parameter

     biomimetic robotic fish    20.3.167-174

     collision       1.4.293-299

DIN, see Dissolved Inorganic Nitrogen

Direct current potential drop (DCPD), crack length measurement, stress corrosion testing    5.2.147-152

Direct shear test, bearing capacity of unsaturated oil-contaminated sand       11.3.220-226

Direct spectral analysis method, perturbation        2.1.7-12

Directional

     spectrum   8.4.258-264, 10.2.91-98

     wave spectra for ship guidance system   12.1.25-30

     wave spectrum estimation based on vesselfs 1st-order motions; field results   19.2.81-89

     wavelet and local directional analysis of ocean waves   16.2.97-103

     waves, wave maker   4.4.273-277

Directionality, stress; residual stress evaluation for weldment of structural components using instrumented indentation technique   17.4.276-279

Directions, new, deep-ocean, technology   6.4.241-243

Disc test, flexural strength of drifting first-year ice in Barents Sea   17.3.169-175

Disk-type underwater glider for virtual mooring and field experiment   19.1.66-70

Discharge capacity, prefabricated horizontal drains   13.2.147-153

Discontinuous

    element, irregular waves   4.4.265-272

    parts, structurally, in mega-float structure      12.1.48-55

Discrete element method, deep ocean, pipe    2.4.289-296

Disk(s)

     elliptical, submerged, wave-structure interaction   6.1.35-40

     number of, longitudinal damping, vertical pipe string   7.2.104-110

Dislocation pile-up model, crack nucleation time   4.2.151-155

Displacement

     -based approach, large displacement analysis, soil-pipeline interaction along active fault systems   18.3.211-219

     footing, shallow, sand, failure-envelope   6.1.62-67

     relative, vibration analysis of axisymmetric multi-layer liquid-filled cylindrical containers using RD-finite element method   18.1.43-49

     sliding, steel pile, remolded clay    5.3.235-239

Dissipation, dilatory; finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil   19.2.143-150

Dissipative structures, molybdenum wire   7.1.44-47

Dissociation

behavior of hydrate core sample using thermodynamic inhibitor\Part I   16.1.5-9

behavior of hydrate core sample using thermodynamic inhibitor, experimental investigation using long core samples\Part II  18.2.156-159

     behavior of hydrate core sample using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection\Part III   20.2.125-131

marine sediments, methane hydrate laboratory experiment, dissociation by hot-water injection and numerical analysis for permeability estimation in reservoir: Part 1   17.1.47-56

     marine sediments, modification of permeability model and history matching of laboratory-scale experiment for dissociation process of methane hydrate:  Part 2   17.1.-57-66

     methane hydrate reformation under dissociation process   20.1.68-71

     numerical study on dissociation of methane hydrate and gas production behavior in laboratory-scale experiments for depressurization: Part 3   19.2.124-134

Dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement   19.1.71-76

Distinct element method, extended, contact pressure distribution, crushing ice   6.2.144-151

Distortion, welding, theoretical prediction, positioning and gap between parts   14.2.138-144

Distribution

     bottom pressure, waterjet nodule lifter, manganese nodule collector   11.3.237-239

     crest-height     12.4.243-248

     cyclic strain, fracture process zone   4.2.156-161

     function, Weibull, impact pressure, sloshing, LNG carrier   5.1.10-16

     joint, wave height and wave crest velocity   11.1.23-32

     oriented thickness   8.1.9-15

     phase, nonlinear random waves of finite bandwidth, statistical properties   15.1.14-20

     spreading of old ice in Barents Sea   20.1.54-60

     stress, effect on fatigue behavior of stiffened tubular T-joints   9.3.195-200

     Weibull-Stokes model, maximum wave and crest heights   8.2.90-101

Disturbance(s)

     advancing; BEM computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances   18.4.292-301

moving, soliton   7.4.262-268

Diverless retrofit tee hot-tap applications, evaluation of welding procedures and consumables for hyperbaric

Diversification, energy source    20.3.161-166

GMAW   18.2.149-155

DMT, see Dilatometer test

Docking, agent-based docking system for AUV, preliminary test   19.1.52-59

Domain(s)

     crossing approach, reliability of tendons   2.4.281-288

     fluid, Galerkin finite element method   7.4.269-276

     frequency, see topic entry below

     multisub-, numerical simulation, LONGTANK    4.3.200-205

time, numerical analysis, motion responses of adjacent multiple boating bodies, Rankine panel method  19.2.90-96

     time, nonlinear coupled, tethered spar platform    7.2.111-118

     time, nonlinear interaction, TLP       4.4.284-291

     time domain nonlinear simulation of pneumatic breakwater   16.1.25-32

     time, nonlinear waves, hydrodynamic forces       4.3.174-182

     time, ship motions   5.2.120-126

     time, ship seakeeping, potential flow model   11.3.184-190

     time, truss spar, analysis   11.1.42-54

     time, wave-body interaction   5.3.171-179, 11.1.33-41

Domain, frequency

     comparison of classical and simple free-surface Green functions   14.4.257-264

computation of forward-speed wave-body interactions   17.2.125-131

     forward-speed seakeeping calculations   15.3.189-197

     IPS 2-body wave energy converter:  Acceleration tube optimization   20.4.247-255

     iterative solution   9.2.141-148

     method, 2nd-order Stokes waves      4.2.89-96

OWC-shoreline devices   11.2.147-154

     (and) time analysis, ALP   4.4.298-301

     TLP six-degree-of-freedom model       8.1.58-65

     validation studies of panel-free method for wave-body interaction analysis   19.4.295-299

     wave energy absorption by pulsating submerged sphere of variable radius with swinging moored tension line  15.1.40-45

Dome, ice, field experiment   12.4.264-270

Doppler velocity log    15.2.88-95

Double

     -bottom structures in ships, ISUM approach for collapse analysis   13.3.224-231

     frequency, wave load, compliant TLP   5.2.111-119

     -hull ship structures, post-buckling strength   13.3.209-215

     -hull tanker, grounding damage   5.4.285-293

     -hull tanker, grounding-induced sectional force   7.2.141-145

     -wall pipe, mechanical properties, implosion   4.2.142-150

DR (density ratio)

     influence of DR between liquid and gas on sloshing model test results   19.4.271-279

     wave-induced motions of body floating in 2-layer fluid   15.3.175-182

Double-body linearization, comparative study on ship hydrodynamics based on Neumann-Kelvin and double-     body linearizations in time-domain analysis   20.4.265-274

Draft(s)

     dynamic   8.3.200-206

     ice; ice and ocean mooring data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago   18.4.277-281

     waterdepth-to-draft ratio 10.2.112-122

Drag

     (and) added mass coefficients   1.2.154-160

     air-ice, coefficient   12.2.121-125

     anchor behavior in layered soils    9.1.73-78

     -based swimming mode   15.3.161-167

     circular cylinder, ocean mining   3.4.280-298

     coefficient   2.2.81-86

     hydrodynamic  1.1.18-26, 1.3.242-245

     (and) inertia coefficients     2.3.161-167

     (and) inertial force, wave, horizontal members      4.3.212-218

     (and) lift coefficients, multiple free-hanging circular cantilevers in uniform flows   19.2.98-114

     reduction, barge-like structure, effect of momentum injection   13.2.81-87

     reduction; biomimetic robotic fish, self-propelled, efficient swimming   20.3.167-174

     reduction, D-section structural member   5.3.161-165

     reduction, square prism       6.3.161-170

     ROV       6.3.177-183

     tangential, cables, towing   3.3.205-212

     wave; performance prediction of surface-piercing bodies in numerical towing tank   18.2.106-111

Drain, prefabricated horizontal, discharge capacity       13.3.147-153

Drainage conditions; cyclic threshold shear strains of sands, based on pore water pressure and variation of deformation characteristics   16.1.57-64

Draupner freak wave impact force on vertical truncated cylinder   13.4.260-265

Drift(er)(ing)

     force(s)       1.2.101-107, 3.2.101-106, 9.4.283-292

     force and moment, steady, on VLFS of arbitrary geometry   13.3.198-204

     force     and moment, wave-induced, on VLFS   12.2.98-104

     iceberg, operational model   15.2.125-131

     Lagrangian, using GPS cellular phone       12.3.213-216

     motion, slow, stochastic process       6.2.112-123

     motion, surge   2.3.168-174

     potential, viscous, floating OTEC plant   3.3.236-239

     radiation stress and depth-dependent drift in surface waves with dissipation   18.1.8-13

     sea ice, with corrugated underside   10.1.41-49

     slow motion, compliant offshore structures   7.2.119-126

     slow motion, oscillations   1.4.264-269, 1.4.270-278

     steady, moment on VLFS of arbitrary geometry       13.3.198-204

     Stokes    9.3.161-166

     velocity     10.4.241-248

     wave, damping   1.3.235-241, 1.4.264-269, 1.4.270-278, 2.3.161-167, 4.1.18-22

     wave, force     1.4.264-269, 1.4.270-278

     wave, force, large floating multiple connected structure   5.3.204-211

     wave, force and moment on very large floating structure       11.3.176-183

     wave, offshore structures   3.4.273-279

Drill pipe, see Pipe, drill

Drilling

     conductors, hydraulic fracture   2.4.303-308

     deep sea, observatory, submarine earthquake   6.4.262-267

     derrick, jacket platform, structural dynamics       6.3.184-194

Drop, direct current potential (DCPD), crack length measurement, stress corrosion testing       5.2.147-152

Drying, wetting; well-balanced shallow flow solver for coastal simulations   20.1.41-47

Dual-phase

microstructure; high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process  18.4.308-313  

microstructures, for high-performance X120-grade linepipe, feature issue   14.1.2-10

steel, high strain capacity X60 linepipe steels with superior strain aging resistance   18.3.171-175

Ductile tear    11.2.125-132

Duration/persistence, wave, recording interval, fractal dimension   12.2.109-113

Dynamic(s)

     analysis, ice   2.3.204-211

     bending moment, catenary riser   7.4.293-300

     cable, see topic entry below    

     computational fluid   3.2.81-92, 13.4.249-253, 16.2.104-111

     control, towed vehicle in transient mode   10.1.19-25

     control, vertical deep-ocean pipe        9.2.117-125 

     coupled dynamic analysis, hull/mooring/riser   20.2.95-102  

     curvature   8.4.303-310

     drafts     8.3.200-206

     field response, pile   3.2.156-160

     floating body, deepwater oil offloading buoy response and experimental validation   16.4.290-296

     floating platform, simulation of irregular waves    7.3.189-196

     ice    3.1.51-55, 3.4.328-332

     impact: LNG tank sloshing assessment methodology\the new generation   19.4.241-253

     nonlinear, see topic entry below

     moored structure       1.2.161-163

     mooring, touchdown region of catenary moorings   11.4.273-281

     mooring, 2-D, numerical schemes   10.4.301-309

     pipelaying, stinger, numerical method       6.3.212-218

     positioning control, semisubmersible platform   10.3.187-194

     positioning system using gain scheduled controller       11.4.267-272

     recrystallization, grain structures in al-alloy friction stir welds observed by stop-action technique   14.4.289-295

     response, high strain rate loading, fracture study of ice   14.3.182-188

     response, offshore jacket structure   5.1.58-66

     responses, structure-fluid interaction, Morison equation   7.3.197-204

     riser, analysis  3.4.299-305

     ship   11.2.99-105

     ship, grounding, crashworthiness   6.3.195-202

     ship motion     9.2.112-116

     soil resistance       9.2.112-116

     (and) static responses, vertical pipe, elastic joints, deep-ocean   6.3.203-211    

     stochastic, offshore structures        7.3.205-211

     structural, drilling derrick, jacket platform   6.3.184-194

     structural analysis, offshore structures   7.4.301-307

     tendon, TLP   4.4.284-291

     tension; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion   20.1.7-14

     transient, aircraft landing impact, aircraft-floating structure-water interaction system   15.4.257-263

Dynamic(s), cable

     loop formation in cables under compression   12.3.217-222

     low-tension, underwater vehicle       3.3.213-218

     lumped-mass model for low-tension ROV tethers   11.4.282-289

     mooring lines      7.1.48-53

     -seabed interaction, numerical simulations   14.2.118-124

     ship and winch regulation for ROVfs waypoint navigation   19.3.214-223

     steel, lay angle        7.1.54-62

     surface-mooring, oceanographic   4.3.219-222, 10.3.200-208

     suspended cables   3.3.176-182, 3.3.183-188

     touchdown region of catenary moorings   11.4.273-281

     towed seafloor plow   9.2.112-116

     towed underwater vehicle   2.1.38-45 

Dynamic loading; fracture assessment procedure for structural components under cyclic and dynamic loading   18.3.196-203   

Dynamic(s), nonlinear

     analysis, plastic node method   1.3.220-227

     chaotic and heave-roll motion   3.1.26-31

     mooring lines   7.1.48-53

     response, OWC   7.2.154-159

 

@

E

Earthquake

     analysis, buried structures and pipelines   11.2.133-140

     cement clinker stabilization, seabed tunnel   7.3.233-237

     coastal dikes, rehabilitation by sheet-pile enclosures   13.3.175-181

     force, cylindrical shell structures in ice-covered seas   13.1.4-11

     Great Hanshin, 1995, and Kobe Port   10.1.64-72

     Loading, energy-based evaluation of excess pore pressure using damage potential   18.1.56-64  

     loads on structure in Okhotsk Sea   11.4.298-303

     response, offshore framed structure       1.3.220-227

     response, open-ended piles in sand   10.3.229-235

     seabed, movement, instability, review      7.3.220-225

     silts, fine-grained soils, liquefaction        6.4.308-312

     submarine, long-term observation, observatory   6.4.262-267

Economics, high-performance pipeline technology (X120-grade steel) feature issue   14.1.75-80

Edge(s)

     conditions; synergies between VLFS hydroelasticity and sea ice research   18.4.241-253

     raised invar edges, influence on sloshing impact pressures   19.4.280-285

Edgeworth expansion, modified nonlinear Schrödinger (MNLS), ocean surface   15.3.168-174

Effective

     axial force, pipelines        2.2.157-158

     inertia coefficient        3.1.7-16

     stress, as part of wave-induced seabed response    9.4.307-313

     stress intensity factor, fatigue life extension of through-thickness crack   12.3.223-228

     stress intensity factor range, fracture process zone   4.2.156-161

     stress; numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis   20.4.313-320

     stresses, welded joints, ultrasonic peening        6.4.304-307

     width, post-buckling strength of double-hull structures   13.3.209-215

Effect(s)

     blockage, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate   19.1.42-45

     confined and dissipated, earthquake forces in ice-covered seas       13.1.4-11

     finite water-depth, diffraction     -radiation wave, ship advancing through regular waves   16.4.241-252

     forward-speed, diffraction-radiation wave, ship advancing through regular waves in finite water depth

   16.4.241-252

heat insulation: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway    20.3.210-217

     multiplanar, tubular DT joints, SCFs and fatigue design   12.4.305-310

     nonlinear; slope; nonlinear simulation of 3-D freak waves using a fast numerical method   19.3.168-175

     surface, ROV, maneuvering   6.3.177-183

     viscous; 3D effects on measured results using a 2D model in narrow wave channel   20.2.88-94

Efficient, efficiency

     biomimetic robotic fish; self-propelled, efficient swimming   20.3.167-174

      collision absorbing   10.3.217-221

computational, and robustness  16.4.283-289

energy, improvement; sustainable renewable energy; energy source diversification; green growth    9.3.161-166

Eigenfunction expansion matching method, wave response analysis   13.3.190-197

Eigenfunction expansion method, wave deformation and blocking performance by N porous bottom-mounted vertical circular cylinders   20.4.284-291

Eigenfunction expansion method, investigations of wave reflection characteristics   17.2.112-118

Eigenvalues, free-span pipeline   6.1.53-61

18,000-ft, deep-ocean mining, pipe   4.4.331-339

Elastic

     analysis, chain links      1.4.317-323

     joints, axial dampers, vertical pipe, deep-ocean mining   7.1.36-43

     joints, vertical pipe, modeling, dynamic and static responses   6.3.203-211

     joints, vertical pipe in 3-D nonlinear motions   9.2.117-125

     membrane, submerged and composite breakwaters   17.2.112-118

     motion, wave drift force and moment on very large floating structure   11.3.176-183

     mounted cylinder, vortex-induced vibration   13.2.99-104

     parameters; compaction pile (SCP)-reinforced composite ground with low area replacement ratio, drained triaxial behavior   17.2.152-158

     plates, semi-infinite, Wiener-Hopf technique        12.3.163-170

     response, Mega-Float Phase-II Model in waves       13.4.254-259

     sheet, vertical, linear waves   5.2.105-110

     thermal, -plastic analysis of welding stresses; new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage   17.4.241-253

Elastica

     cable-seabed interaction, numerical simulations       14.2.118-124

     dynamic analysis, loop formation in cables under compression       12.3.217-222

Elastomer, thermoplastic, ship collision protective device   10.3.217-221

Elastoplastic

     response, collision   1.4.293-299

     system for post-buckling strength of ship double-hull structures   13.3.209-215

Electrocementation

     effect of electric field intensity, caissons in calcareous sand   17.1.74-79

marine clay induced by electrokinetics 13.4.308-315

Electrochemical cementation of calcareous sand for offshore foundations   15.1.71-79

Electrode potential, crack nucleation time      4.2.151-155

Electrokinetic(s)

     cementation, of calcareous sand for offshore foundations   18.1.73-80

     electrocementation of marine clay induced by electrokinetics   13.4.308-315

     load-carrying capacity enhancement of skirted foundation element   13.3.182-189

     remediation of unsaturated soil contaminated by heavy metals\I: experimental study   20.2.140-146

     remediation of unsaturated soil contaminated by heavy metals\II: numerical analysis    20.2.147-155

     strengthening of marine clay adjacent to offshore foundations  12.1.64-73

     strengthening of soft marine sediment     10.2.137-144

Electrolysis, seawater, MHD   3.4.250-257

Electron microscopy, impact of porous microstructures of gas hydrates on their macroscopic properties   14.4.305-309

Electrothermal deicing/heating of wind turbine blades; wind tunnel study   17.3.182-188

Element(s)

     beam, for analysis of soil-structure interactions and pipelines   9.1.22-29

     beam-column, collapse analysis of stiffened plates, new simplified model   12.2.126-133

     boundary method, wave runup   5.3.219-224

     higher-order boundary, discontinuous, irregular waves   4.4.265-272

     higher-order boundary, wave load, compliant TLP   5.2.111-119

     higher-order boundary method, TLP   4.4.284-291

     interface, theoretical prediction, positioning and gap between parts   14.2.138-144

     intrinsic coordinate   10.1.57-63

     method, extended distinct, contact pressure distribution, crushing ice   6.2.144-151

     nonlinear, finite, vertical pipe, dynamic and static responses     6.3.203-211

     surface active; root bead penetration in hyperbaric GTAW of X70 pipeline   16.2.123-127

     tubular   1.1.27-41

Element(s), finite

     analysis, collapse, thick pipes   4.4.312-319

     Galerkin, fluid domain  7.4.269-276

     method, computer simulation of thermal problems    7.2.127-134, 7.3.226-232

     method, creep, frozen soil       6.2.96-103

     method, implosion, double-wall pipe   4.2.142-150

     model breakwater on sandy seabed    11.4.241-247

     nonlinear, icebreaker testing and analysis     10.1.34.40

     nonlinear coupled responses, tethered Spar platform   7.2.111-118

     plate, collapse analysis of stiffened plates, new simplified model   12.2.126-133    

     riser, dynamic analysis       3.4.299-305

     7th-order structural model, submarine pipelines    8.4.292-302

Elevator, automatic position-adjustable, for workboat    16.3.202-209

Elliptic(al)

     cylinders, Strouhal number    2.4.267-280

     disk, submerged, wave-structure interaction      6.1.35-40

Ellipticity, horizontal cylinder   1.4.247-254

Embedded pile, frozen soil, creep damage   6.2.96-103

Embedment ratio, critical, metal pile, sand   2.3.234-237

Embrittlement, hydrogen   4.3.234-240

Energetic(s)

     internal wave, on shelf break   17.1.22-29

waves   2.1.46-53

Energy

     colliding, ship-bridge pier      10.3.217-221

     -conserving oceanographic profiler for use under mobile ice cover (ICYCLER)   14.3.176-181

     conservation, nonlinear time-domain simulation of pneumatic breakwater  16.1.25-32

     dissipated; energy-based evaluation of excess pore pressure using damage potential   18.1.56-64  

     -dispersive X-ray diffraction; residual stress evaluation for weldment of structural components using instrumented indentation technique   17.4.276-279

     flux, baroclinic, internal wave energetics on shelf break   17.1.22-29

     focusing; nonlinear simulation of 3-D freak waves using a fast numerical method   19.3.168-175

     kinetic, hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993)    11.3.231-236

     natural, air turbine with staggered blades for wave power conversion       13.4.316-320

     natural, impulse turbine        6.1.76-80

     natural, wave power generator   5.1.72-74

     natural, Wells turbine   8.2.155-160, 11.1.72-76

     ocean    8.2.155-160, 8.3.222-227, 10.2.145-152, 13.4.316-320

     ocean wave, Wells turbine   11.1.72-76

     sustainable renewable; source diversification; efficiency improvement; green growth    20.3.161-166

     wind turbine, numerical analysis of large-scale vertical axis   14.3.233-238

Energy, wave

     aerodynamics     4.1.76-80

     biplane axial turbine       1.2.122-128

     conversion       10.2.145-152, 11.1.72-76, 12.2.142-146

     converter   10.2.153-159, 16.4.297-304

     dissipation, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate   19.1.42-45

     focusing   6.1.47-52

     IPS 2-body wave energy converter:  Acceleration tube optimization   20.4.247-255

     impulse turbine   3.1.73-78,     4.1.68-75

     method for absorbing   11.2.155-160

     ocean        12.2.142-146

     oscillating water column (OWC)   3.1.66-72, 6.3.227-233,10.4.269-275

     utilization   2.2.93-109

     Wells turbine   2.3.238-240, 6.1.68-75, 11.3.227-230

Engine-room

oil pool fires, fire safety design   15.1.46-53

     passenger ship: fire-risk modeling of machinery space  16.1.48-56

Engineering, coastal

     barred-beaches   9.4.257-263

     design wave conditions       10.2.99-106

     moored floating, performance   15.4.264-273

     (and) ocean, wave basins     5.1.1-9

     pile-restrained floating breakwater      8.4.265-269

     structures, wave forces, horizontal plate   6.1.19-26

Engineering, ocean

     MOLIKPAQ platform   4.3.183-192

     offshore structures   4.2.81-88

     wave power engineering   10.2.153-159

Engineering, pipeline:  soil-pipeline interaction along active fault systems   18.3.211-219

Engineering, thermal of polar climates       7.2.127-134, 7.3.226-232

Enhanced Unified Theory (EUT): effects of forward speed of ship on added resistance in waves    20.3.196-203

Enhancement, ultrasonic, on water flow through porous media   6.2.146-152

Entrophication, dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement   19.1.71-76

Entropy, maximum, modified nonlinear Schrödinger (MNLS), ocean surface   15.3.168-174

Entry (harbor), wave, L-shaped structures    4.4.292-297

Environmental

     contour method, accuracy of offshore wind turbine reliability-based design loads    15.2.132-140

contours   9.3.188-194

Epoxy/glass, /graphite, failure analysis   4.3.248-256

Equation(s)

     boundary integral        9.4.241-256

     collapse, thick pipes       4.4.312-319

     design, ice loads   4.1.53-61

     Desingularised Boundary Integral Equation Method   13.1.29-37

     Generalized Fokker Planck, slow drift motion   6.2.112-123

     integral, interaction fluid-structure     4.1.6-10

     integral, model for flexural-gravity wave propagation in inhomogeneous sea ice sheet   14.3.161-168

     Mathieu-type instability of Spar platform in regular waves   15.2.104-108

     MOJS modification      10.4.249-254

     Navier-Stokes, morphological model for pipeline local scour   10.3.195-199

     Navier-Stokes, time-domain simulation of large-amplitude ship roll motions   12.3.206-212

     Navier-Stokes, time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks   20.4.275-283

     shallow water; well-balanced shallow flow solver for coastal simulations   20.1.41-47

     strength, ultimate and yield, gusset-plate to CHS tube joint  10.4.292-300

Equation, Morison

    deepwater oil offloading buoy response and experimental validation   16.4.290-296

hydrodynamic damping, structure-fluid interaction   7.3.197-204

     influence of sand liquefaction on self-burial of pipe subject to wave action   15.4.304-311

     irregular waves   4.3.206-211

     random wave force   1.2.115-121, 1.4.255-263

     slow-drift motion, compliant offshore structures   7.2.119-126

     Spar platforms   14.2.104-109

Equipment, seafloor, deep-ocean mining   4.4.320-330

Equivalent linearization, nonlinear roll equation   3.1.32-34

Estimation

     directional wave spectrum estimation based on vesselfs 1st-order motions; field results   19.2.81-89

     fatigue life, tubular joints   4.3.241-247

     method, Ro-Ro passenger ship with flooded vehicle deck    15.2.109-116

     methods, wave forces   1.4.255-263

     parameter, self-weight consolidation of slurried marine clay   9.4.314-319

Estimators, multitaper, nonlinear Volterra models in offshore engineering   13.1.12-20

Euler-Bernoulli plate; submarine moving closer to ice surface conditions   18.4.271-276

Euler number: LNG sloshing: characteristics and scaling laws   19.4.264-270

Euler parameters, loop formation in cables under compression   12.3.217-222

Eulerian-Lagrangian numerical model, 3-D, of porous media-water wave interaction   12.3.196-205

Evolution

     nonlinear gravity waves, shelf   3.1.1-6

     wave group, LONGTANK        4.3.200-205

Exceedance probability of absolute maximum, absolute minimum   13.2.105-111

Exchanger, heat   9.2.158-159

Excitation

     non-Gaussian, slow drift motion       6.2.112-123

     parametric, rolling ship       4.2.105-111

     parametric, ship roll, 1/f noise   5.3.225-229

     periodic, deep-ocean pipe      4.4.320-330, 4.4.331-339

     2nd-order, ALP   4.4.298-301

Expansion(s)

     control, design for thermal buckling, Asgard transport gas trunkline   12.4.271-279

     Edgeworth, modified nonlinear Schrödinger (MNLS), ocean surface   15.3.168-174

     eigenfunction expansion method, investigations of wave reflection characteristics   17.2.112-118

     mode; nonlinear solution for vibration of vertical elastic plate by initial elevation of free surface   20.2.34-40

     volume; improved inherent strain analysis for plate bending by line heating considering phase transformation of steel   17.2.139-144

Experiment(s)(al)

     analysis, structural dynamics, drilling derrick, jacket   6.3.184-194

     circular cylindrical shell, stability    5.2.134-141

     database, collapse, thick pipes   4.4.312-319

     field   7.4.254-261, 10.3.200-208, 12.4.264-270, 13.1.21-29, 19.1.66-70

     forced oscillation experiments, dynamics of flexible riser   14.2.110-117

     hardware   2.2.87-92

     laboratory, wave force, horizontal cylinder   6.2.124-130

     large-scale, icebreaker testing and analysis   10.1.34-40

     large-scale, Spar platform, bichromatic, random waves    6.1.27-34

     longitudinal damping, vertical pipe string       7.2.104-110

     model, automatic position-adjustable elevator for workboat     16.3.202-209

     model, dynamics of flexible riser   14.2.110-119

     model, offshore structures       9.1.55-61

     model, Ro-Ro passenger ship with flooded vehicle deck    15.2.109-116

     model, semisubmersible platform   10.3.187-194

     model, semisubmersible platform, dynamic positioning system        11.4.267-272

     model, ship damage/flooding       8.4.280-282

     model, wave observation buoy   13.1.21-28

     multi-AUV system with smart cable for rapid inspection of underwater structures   14.4.274-283

     nonlinear coupled responses, tethered spar platform   7.2.111-118

     numerical, random wave force coefficients   4.4.278-283

     offshore structures       9.1.55-61

     sensitivity study on computational parameters for prediction of slosh-induced impact pressure   16.2.104-111

     study: nonlinear wave diffraction by submerged horizontal circular cylinder   19.3.198-205

     transient, OWC   6.3.227-233

     tubular and X-joints       1.3.200-207

     validation, analytical boundary-layer solution for riser mechanics       8.4.303-310

     validation, ship rolling, liquid sloshing     6.4.278-282, 6.4.283-290

Exploitation, dissociation behavior of hydrate core sample using thermodynamic inhibitor, experimental investigation using long core samples  18.2.156-159

Exposure duration   11.2.106-112

EXPRO-CFD European Project, numerical investigation of wave interaction with fixed vertical circular cylinder   14.3.202-209

Extended distinct element method, contact pressure distribution, crushing ice       6.2.144-151

Extremal waves   10.3.161-169

Extreme value statistics   19.4.241-253

Extreme values, airgap prediction from 2nd-order diffraction, Stokes theory   12.3.184-188

Extreme waves, new method for applying r-largest maxima model for design sea-state prediction   19.3.176-182

Extremes

     local   10.3.161-169    

     for return period; extreme wind, wave and current in deep water of South China Sea   20.1.18-23