IJOPE Subject Index K-O

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K

Kalman filter   9.3.201-207, 11.3.168-175, 15.2.88-95

KdV wave model   7.4.262-268

Keels, bilge   10.4.241-248, 13.4.241-248, 19.1.46-51

Keulegan-Carpenter (KC) number(s)

     hydrodynamic forces on vertical piggyback cylinders       12.4.249-255

     low   1.4.279-283, 10.4.276-284

     wave forces, wave force coefficients   8.1.74-79

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

Kinematic(s)

     Draupner freak wave, field and laboratory, impact force on vertical truncated cylinder  13.4.260-265

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

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

     particle, freak wave      13.1.38-42

     particle, irregular nonlinear waves, TLP   5.3.166-170

     wave   10.3.170-172

Kinetic(s)

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

     hydrate formation from nucleation theory       12.4.256-263

Knuckle, welded hopper and radiused hopper; recommendations for design and fabrication    18.3.226-232

Koahsiung Cross-Harbor Tunnel, Taiwan, cement clinker stabilization   7.3.233-237

Korea, coastal water, organotin compounds, TBT   6.4.313-319

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

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L

Laboratory

     experiment, wave force, horizontal cylinder     6.2.124-130

     freak wave      13.1.38-42, 13.4.260-265

     measurements, breaking, short-crested waves   5.3.212-218

     Stokes 5th-order wave   13.1.38-42

     storm seas    9.1.48-54

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

Lade model, stress-strain behavior of remolded clay from intermediate principal stress controlled tests   16.4.313-319

Lagrangian

     mass transport, drifting sea ice   10.1.41-49

     method, ice dynamics   3.4.328-322

     particle method as advanced technology for numerical wave flume   19.3.161-167

Lagrangian-Eulerian formulation, arbitrary, forced cylinder oscillations   7.4.269-276

Lamination, composite, failure analysis   4.3.248-256

Lanczos algorithm, free vibration analysis, offshore structures   3.3.219-224

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

Large

     -amplitude deflections, deep-ocean pipe   4.4.331-339

     deflections of offshore pipelines      10.1.57-63

     depths, self-transport of carbon dioxide  13.2.139-146

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

     -diameter, wire rope, friction, stiffness       6.3.219-226

     -displacement analysis, marine riser       1.4.300-306

     -scale experiment, icebreaker testing and analysis     10.1.34-40

     -scale experiment, spar platform, bichromatic, random waves   6.1.27-34

Laser, underwater, viewing   6.1.1-8

Lateral

     confinement, ice      5.1.23-31

     deflection, diaphragm wall movement during deep excavation    13.4.285-292

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

     loading, capacity, suction caisson anchors        11.3.211-219

     loading, long piles in soft clay   13.3.169-174, 13.4.293-300

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

Lay angle, steel cables, dynamics   7.1.54-62

Layer

     boundary, analytical solution      8.4.303-310

     boundary, oscillating cylinder, roughness effect       5.3.188-197

     boundary, turbulent, wind    2.1.73-79

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

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

LDV, obtaining local velocity field      10.4.263-269

Leads and cracks, fractal properties of ice-cover geometry   13.1.1-3

Leakage, contaminant, groundwater pollution due to pile foundations in waste disposal site   16.1.65-72

Learning control, iterative, for underwater robots   13.2.120-127

Learning track-keeping control, successive   10.3.182-186

Least squares approximation   11.2.87-92

Least squares fit, Morison equation       1.2.115-121

L80, friction stir welding, joints of carbon steels, microstructural study   14.4.284-288

Length

crack measurement, DCB specimen, DCPD  5.2.147-152

     group, high-run, nonlinear random waves of finite bandwidth, statistical properties   15.1.14-20

Lens, ocean wave        2.2.93-109

Level-set method; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks   20.4.275-283

Life

     -cycle costs, mooring chains   7.2.135-140

     fatigue, estimation, tubular joints   4.3.241-247

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

     quantifying residual creep life of polyester mooring ropes    15.3.223-228

Lift(s)(ing)

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

     coefficient      2.2.81-86

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

     force, marine pipeline   5.2.81-90

     force, vortex-excited vibration, circular cylinder in steady flow  13.4.266-273

     heavy    7.4.313-320

     mean and unsteady, circular cylinder, ocean mining    3.4.280-298

     ROV   6.3.177-183

Lifter, hydraulic, waterjet, manganese nodule collector   11.3.237-239

Light piers   2.1.67-72

Lime, diffusion, marine clay, permeability   6.3.234-239

Limit

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

     state, production ships   4.4.302-311

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

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

Line(s)

     heating, improved inherent strain analysis for plate bending, considering phase transformation of steel   17.2.139-144

     high-strength line pipes with enhanced deformability   20.4.298-305

     mooring, analysis, in cohesive seafloor  11.2.141-146

     mooring, cable dynamics  7.1.48-53

     mooring, centrifuge model tests     10.3.236-240

     mooring, damping  7.3.200-208

     overhead power, extreme loads  10.3.177-181

     pipe, double-wall pipe     4.2.142-150

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

     tension line, wave energy absorption by pulsating submerged sphere of variable radius   15.1.40-45

     transmission, ice accretion       4.1.40-47

     transmission, ice accretion, modeling, dry ice accretion shapes       12.3.178-183

     transmission, ice accretion, morphogenetic modeling      11.1.16-22

Linear

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

     modeling, OWC   6.3.227-233

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

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

     potential theory, wave response analysis of VLFS      13.3.190-197

     prediction, wave feed forward   1.1.1-7

     (and) quadratic transfer function   9.3.167-174, 13.4.260-265

     simplified approach, concrete creep analysis, TLP      7.3.168-173

     theory, see Theory

     transfer function, nonlinear irregular waves, TLP   5.3.166-170

     transfer function (LTF), vertical response of offshore structures to nonlinear waves (a review)   17.2.81-88

     universal, system model for storm sea loads on column      9.1.49-54

     vibrations, deep-ocean pipe   4.4.320-330

     wave, circular elastic plate        14.2.81-85

     wave damping, artificial damping in water wave problems   13.2.88-98

     waves, vertical elastic sheet   5.2.105-110

Linearization, stochastic, responses, ALP   4.4.298-301

Linepipe, see Pipeline, UOE line pipe

Liquefaction

     damages, Great Hanshin Earthquake, 1995, in Kobe Port  10.1.64-72

     earthquake, seabed tunnel, cement clinker stabilization   7.3.233-237

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

     foundation soils, coastal dikes   13.3.175-181

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

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

     silts, earthquake      6.4.308-312

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

Liquid sloshing, baffled, unbaffled tanks, RANSe      6.4.278-282, 6.4.283-290

LNG (liquefied natural gas)

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

carrier, sloshing     5.1.10-16

containment system   19.4.241-253

     full-scale sloshing impact tests\Part I   20.1.24-33

     large-scale LNG sloshing model tests   19.1.8-14

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

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

     simulation of liquid sloshing in model LNG tank using Smoothed Particle Hydrodynamics   19.4.286-294

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

     sloshing:  characteristics and scaling laws   19.4.264-270

Load(ing)(s)

     anchor, horizontally loaded suction piles      10.3.222-228

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

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

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

     combination, production ships   4.4.302-311

     combined, capacity of corroded pipes   11.1.55-63

     combined axial and bending      9.3.195-200

     combined V-M-H        9.3.214-218

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

     cyclic, pile foundation     2.2.114-122

     cyclic, response of untrenched offshored pipelines       12.1.74-80

     deformation curve, gusset-plate to CHS tube joint   10.292-300

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

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

     extreme loads on power line  10.3.177-181

     factors affecting, field indentation test     11.3.161-167

     reliability of marine structures, from Alexander Kielland accident to life cycle assessment   17.1.1-21

     foundation, ice-structure interaction during earthquakes     11.4.290-297

     hydrodynamic      1.1.8-17, 1.2.146-153

     high strain rate, fracture study of ice   14.3.182-188

     ice, design equation, failure criterion, mechanical behavior     4.1.53-61

     ice, earthquake, on structure in Okhotsk Sea     11.4.298-303

     ice, ice-structure interaction during earthquakes  11.4.290-297

     ice, offshore structures     2.2.123-128

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

     ice load equation for level ice sheet      12.3.171-177

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

     ice loads on power line     10.3.177-181

     ice-load dependence of failure mode, global design   14.3.189-195

     impact, steps, free-span pipeline   6.1.53-61

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

     inclined, vertical pile, clay      3.3.231-235

     inertia  1.4.247-254

     instantaneous impulsive load, mathematical modeling of  16.1.1-4

     lateral, capacity, suction caisson anchors     11.3.211-219

     lateral, long piles in soft clay      13.3.169-174, 13.4.293-300

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

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

     Morison loads, stochastic analysis for FPSO based on shipyard practices   18.2.142-148

     moving, ice cover flexural oscillations       11.1.1-8

     moving, ice flexural deformations, internal wave manifestations, ship wave wake   7.1.1-12,  7.2.81-88

     net, plate anchor      5.3.230-234

     nonstationary, of load along ice cover    9.4.292-297

     offshore structures, related to structural width, global design ice loads   14.3.189-195

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

     pressure, elliptic cylinders       2.4.267-280

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

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

     ringing, strong and weak asymmetric wave  7.3.161-167

     shedding   8.2.130-139

     shock loading, instantaneous impulsive load, mathematical modeling of   16.1.1-4

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

     springing, TLP  4.4.284-291

     static       2.2.114-122

     stochastic, time history      10.2.131-136

     structural width, ice loads and their dependence of failure mode, global design   14.3.189-195

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

     systems, floating, mooring chains   7.2.135-140

     tests, uplift capacity of fixed shallow anchors subjected to vertical loading in rock   15.4.312-320

     thermal, subsea pipelines    8.4.283-291

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

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

     ultimate, speed-dependent ship/ice impact   10.4.285-291

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

     variable amplitude, fatigue damage accumulation      10.2.131-136

     vertical, drained load-displacement response        12.1.74-80

     wire rope, large diameter      6.3.219-226

Load(ing)(s), wave(s)

     axysymmetric obstacles        4.3.169-173

     compliant TLP   5.2.111-119

extreme; reliability calculation of reinforced concrete offshore structures   16.2.138-145

     free surface, offshore structure   6.2.104-111

     horizontal cylinder, ellipticity       1.4.247-254

     hydrodynamic forces on vertical piggyback risers   12.4.249-255

     -iceberg combination factor     8.1.1-8

     irregular, wavelet analysis of spar responses    12.1.16-24

     mechanical behavior of marine clay under wave loading   20.1.72-79

     multi-directional      4.3.206-211

     nonlinear, wave   2.3.175-185

     PC-based, analytic solution, TLP   5.4.261-269

Local

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

     buckling/collapse strength of corroded pipes      11.1.55-63

     cyclic strain field, fracture process zone  4.2.156-161

     extremes  10.3.161-169

     heating, fatigue life extension of through-thickness crack  12.3.223-228

     maxima, velocity of`      10.2.91-98

     scour, at pile groups   15.3.204-209

     scour, pipelines  10.3.195-199

Lock-in

     conductor pipes  4.3.231-233

     dynamic response of oscillating flexible risers under lock-in events   19.1.23-30

     phenomenon, flexible cylinder in water  10.1.26-33

Locked coil, cables, bending, fatigue, stiffness, strands  5.2.153-160

Locomotion, quadrupedal;  amphibious robot with fin actuators    20.3.175-180

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

Longitudinal

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

     damping, vertical pipe string     7.2.104-110

Longitudinal vibration

     buffer, pipe string       1.2.154-160, 4.1.62-67

     of pipe string, control, cobalt crust     2.4.309-317

LONGTANK, numerical simulation, waves     4.3.200-205

Long-term observation, observatory, deep sea, earthquake  6.4.262-267

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

Long  wave(s)

bound, statistical behavior   16.3.183-194

2nd-order   2.1.54-60

Loop formation, cables under compression, dynamic analysis     12.3.217-222

Lorentz Force, MHD, propulsion   3.4.250-257, 5.2.91-97

Low

     -alloy steel wire; hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties   20.2.110-117

     area replacement ratio; drained triaxial behavior of compaction pile (SCP)-reinforced composite ground  17.2.152-158

-carbon steel, chemistry and microstructure designs, high-performance pipeline technology X120-grade steel), feature issue   14.1.2-17

     Kc number(s)      1.4.279-283, 10.4.276-284

     Mach number approximation      13.4.249-253

     plasticity, silts, fine-grained soils, earthquake   6.4.308-312

     pressure, DC flashover process on ice surface  11.4.304-309

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

Low frequency

     added mass, damping, semisubmersible   3.1.17-25

     motion, floater        1.2.164-166

     cable, dynamics, underwater vehicle   3.3.213-218

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

Low-temperature service and temperature, sour-resistant X65 UOE line pipe    20-3.218-223

Low tension

     bending stiffness, cables, chains       3.3.162-167

     ROV tether, lumped mass model        11.4.282-289

     ROV tether, torsional mechanics in dynamics simulation   14.3.218-226

LS, hybrid LS and VOF method for 3D simulation of wave breaking and overtopping   19.4.308-316

L-shaped structures, wave control   4.4.292-297

LTF, see Linear transfer function

Lubrication, umbilical      3.2.150-155

Lumped-mass model, low-tension TOV tethers    11.4.282-289

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M

Machine(ry)

     fluid   4.1.76-80, 7.4.308-312, 5.1.72-74, 13.4.316-320, 16.4.297-304        

     impulse turbine   3.1.73-78, 4.1.76-80, 6.1.76-80, 10.2.145-152

     space, fire-risk modeling: passenger-ship engine room   16.1.48-56

    Wells turbine     8.2.155-160, 8.3.222-227, 10.2.145-152, 10.2.153-159, 11.1.72-76

MA constituent, see Martensite

Magneto-hydrodynamics (MHD)

oil separation from oil-contaminated seawater using high field superconducting magnet   17.3.189-192

propulsion    3.4.250-257, 5.2.91-97

Maker, wave-     4.4.273-277, 16.2.81-89

Maneuvering/manoeuvring

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

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

     precision, of underwater vehicles, biology-inspired, Part 4    16.3.195-201

      surface effects, ROV       6.3.177-183

Manganese

     crusts and nodules, deep-ocean mining system, review   6.4.244-254

     deposits, cobalt-rich, geotechnical characteristics   5.1.75-79

     nodule collector, waterjet nodule lifter       11.3.237-239

     nodules, solid-liquid flow experiment with real and artificial manganese nodules in flexible hoses   19.1.77-79

Manipulation, shedding, in 3-D wakes using belt actuators   15.1.7-13

Manipulator

      exploiting redundancy in underwater vehicle-manipulator systems   19.2.115-123

 underwater robot, iterative learning control   13.2.120-127

 underwater robot, model-based sliding mode control    16.3.210-217

Manmade island(s)

     Kobe Port, Great Hanshin Earthquake, 1995      10.1.64-72

     Osaka Bay area   6.2.81-90

Maps, geophysical, underwater navigation, autonomous vehicles      6.1.9-18

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

Marine

     airport, large floating structure, airplane collision   11.2.118-124

     cables, flow-induced vibrations   1.1.18-26

     cables, oscillations   1.2.32-37

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

     clay, flocculation, permeability, lime diffusion     6.3.234-239

     clay, geotechnical characteristics       12.2.81-88

     clay, mechanical behavior under wave loading   20.1.72-79

     compartment fire, hot gas movement prediction approach   13.4.249-253

     Environmental Committee (MEC) ocean model   14.4.241-246

     pipeline, vibration   5.2.81-90

     riser, analysis      1.4.300-306, 12.1.31-33

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

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

     sediments, electrokinetic strengthening    10.2.137-144

     soft clay, electrocementation induced by electrokinetics     13.4.308-315

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

     structures, fatigue reliability, from Alexander Kielland accident to life cycle assessment   17.1.1-21

     structures, ice and earthquake loads, Okhotsk Sea     11.4.298-303

Maritime transportation       13.2.112-119

Markov Theory, groups of very high waves       12.2.105-108

Martensite

austenite (MA) constituent; high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process  18.4.308-313  

     austenite (MA) constituents islands, weld metal mechanical properties in hyperbaric GTAW of X70 pipeline    16.3.233-240

     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   14.1.2-35

     sour-resistant X65 UOE line pipe for low-temperature service   20-3.218-223

     transformation, start temperature; effects of phase transformation on residual stresses in welding of stainless steels   17.2.145-151

Mass

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

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

     -spring element (MSE) modeling, elastic joints     9.2.117-125

     transport         9.3.161-166, 10.1.41-49

Material(s)

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

     degradation, superheater tube   4.1.36-39

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

     fine-grained materials, consolidation process of geotextile tube  14.2.150-158

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

     granular, dilative behavior       13.4.301-307

     well-drained fill, Kobe Port, Great Hanshin Earthquake     10.1.64-72

Mathematical modeling

roll motion of RoRo ship with list     10.4.316-320

synergies between VLFS hydroelasticity and sea ice research   18.4.241-253

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

Matrix, quadrature  10.1.57-63

Maxima, local, velocity of   10.2.91-98

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

Maximum strain, ring stiffened cylinders   1.2.137-145

MDO, see Multidisciplinary design optimization

Mean

     duration, wave statistics, recording interval, fractal dimension     12.2.109-113

     (and) mean square, wave force, horizontal members      4.3.212-218

     (and) unsteady lift, circular cylinder, ocean mining        3.4.280-298

     wave load, compliant TLP       5.2.111-119

     wave runup, higher-order boundary element method     3.2.101-106

Measurement(s)

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

     crack length, DCB specimen, DCPD   5.2.147-152

     field, model breakwater element on sandy seabed     11.4.241-247

     full-scale; Hughes Glomar Explorer, full-scale, coupled ship and pipe motions measured in North Pacific Ocean   20.1.1-6

     laboratory, waves, breaking, short-crested       5.3.212-218

     oceanographic, The Bosphorus     5.2.98-104

     strain, ship-ship collision     11.2.113-117

     systems, ice forces   2.1.67-72

     unit, ship motions using new observation system  13.2.112-119

MEC, see Marine Environmental Committee

Mechanical behavior, ice loads   4.1.53-61

Mechanical pectoral fin   15.3.161-167

Mechanical properties

     double-wall pipe     4.2.142-150

     hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties   20.2.110-117

     polyester mooring cables   9.3.208-213

     weld metal mechanical properties in hyperbaric GTAW of X70 pipeline    16.3.233-240

Mechanics

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

     contact, BEM, ice indentor   7.1.16-21

     fracture mechanics and size effects in weakly cemented sand   17.4.294-300

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

     soil, horizontally loaded suction piles   10.3.222-228

     soil, pipelines, spans        4.1.30-35

     wave       8.3.173-181

Mega-Float

     structure, stress analysis   12.1.48-55

     Technological Research Association of, Phase-II Model     13.4.254-259

Member, damaged, tubular   4.2.127-133

Membrane

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

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

     elastic, submerged and composite breakwaters   17.2.112-118

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

Metal pile, sand     2.3.234-237

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

Methane hydrate

     artificial, bearing sediment; stain-rate dependence and curve of triaxial compressive strength   20.4.256-264

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

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

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

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

     reformation under dissociation process   20.1.68-71

Method(s)

     adjoint, for nonlinear system     13.3.169-174

     AE, stress corrosion cracking, high-strength steel     5.1.67-71

     average, nonlinear roll equation     3.1.32-34

     boundary element, higher order, hydrodynamic loadings     1.1.8-17

     boundary element, OWC-shoreline devices, numerical modeling     11.2.147-154

     boundary element, simulation of wave-body-current interactions     11.1.33-41

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

     boundary element, wave runup     5.3.219-224

     boundary element, wave-current interaction in shallow flows   14.2.86-88

     boundary integral-equation, wave-induced motions of body floating in 2-layer fluid   15.3.175-182

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

     CIP (cubic interpolated propagation)    15.3.198-203, 20.3.204-209

     collocation, 2-D mooring dynamics       10.4.301-309

     compaction pile, applicability of filling materials for SCP  13.1.66-72

     computational       8.3.173-181

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

     constant panel (CPM)   1.1.8-17, 9.4.283-292

     Desingularised Boundary Integral Equation     13.1.29-37

     direct spectral fatigue analysis, offshore structures   9.1.55-61

     direct spectral method, perturbation       2.1.7-12

     discrete element, deep ocean, pipe     2.4.289-296

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

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

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

     estimation     1.4.255-263, 15.2.109-116

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

     extended SMAC (simplified marker and cell)    15.3.198-203

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

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

     fast numerical method: nonlinear simulation of 3-D freak waves   19.3.168-175

     finite difference, see FDM

     finite element, see FEM

     finite volume, see FVM

     First Order Reliability Method (FORM); structural reliability analysis for assessment of ULS of shipfs hull—case study   20.4.306-312

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

     frequency-domain, 2nd-order Stokes waves     4.2.89-96

     fuzzy averaging (approximate reasoning approach)   16.1.48-56

Godunov-type finite volume method; cut-cell model for wave scattering from cylinder in shallow water   17.4.266-269

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

     Greenfs function, accelerated, wave response analysis of a VLFS in infinite water depth   17.1.32-38

Greenfs function, computation of forward-speed wave-body interactions in frequency domain   17.2.125-131

     Greenfs function, fast multipole method for wave diffraction-radiation problems and its applications to VLFS   16.4.253-260

     Greenfs function, VLFS     1.4.307-316

     Greenfs function; wave scattering by an infinite straight-line array of axisymmetric floes   18.4.254-262

     higher-order boundary element, drift forces     3.2.101-106

     higher-order boundary element, nonlinear waves   4.3.174-182

     higher-order boundary element, responses of barge-mounted platform  9.4.283-292

     higher-order boundary element, TLP   4.4.284-291

     hybrid integral equation, wave-induced motion, ocean platform   1.2.146-153

     Idealized Structural Unit, see ISUM    1.1.27-41, 12.2.126-133

     installation, caisson foundation     4.3.223-230

     integral-equation, tank-wall effect     1.2.101-107

     Lagrangian, ice dynamics     3.4.328-332

     Lagrangian particle method as advanced technology for numerical wave flume   19.3.161-167

     level-set method; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks   20.4.275-283

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

     matched asymptotic expansion   12.1.9-15

     mechanism, grillage under point load     11.4.310-314

     moving particle semi-implicit method (MPS), Lagrangian particle method as advanced technology for numerical wave flume   19.3.161-167

     moving particle semi-implicit method (MPS), validation of numerical code by particle method for violent free-surface problems   16.4.261-267

     multiple perturbation   2.1.54-60

     nonintrusive stereo imaging method; experimental study on interaction between flow current and cage structure   18.2.127-132

     nonlinear least square (NLLS) method; temperature effect on vibration characteristics of laminated beam   20.2.118-124

     nonlinear strip; effect of bow flare shape on water impact pressure   16.2.112-117

     nonlinear wave diffraction by submerged horizontal circular cylinder   19.3.198-205

     numerical, cable     2.2.110-113

     numerical, pipelaying, stinger, dynamics     6.3.212-218

     overlapping grid method   15.3.161-167

     panel, forward-speed seakeeping calculations in frequency domain   15.3.189-197

     panel, numerical and experimental transient tests for ship seakeeping   11.3.184-190

     panel-free (PFM), computation of forward-speed wave-body interactions in frequency domain   17.2.125-131

     panel-free (PFM) method for wave-body interaction analysis, validation studies   19.4.295-299

     particle; wave impact pressure calculations by improved SPH methods   19.4.300-307

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

     plastic node, nonlinear dynamic analysis     1.3.220-227

     Plastic Node Method (PNM); new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage   17.4.241-253

     pressure integration, drift force and moment on VLFS    12.2.98-104

     QALE-FEM (Quasi Arbitrary Lagrangian-Eulerian Finite Element Method), nonlinear simulation of 3-D freak waves using a fast numerical method   19.3.168-175

     random vortex (RVM), Navier-Stokes equations   3.2.81-92

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

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

     Reynolds-Averaged Navier-Stokes (RANS)     7.4.277-284

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

     sand compaction pile, ground reinforced by SCP   17.3.233-239

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

      SMAC (simplified marker and cell)    15.3.198-203

      ship sinkage and trim, practical method for predicting   18.4.288-291

      simulation, for shear fracture propagation in natural gas transmission pipelines, high-performance high-technology feature issue   14.1.60-68

     smoothed particle hydronamics (SPH); Lagrangian particle method as advanced technology for numerical wave flume   19.3.161-167

     source distribution (SDM), diffraction force     3.1.7-16

     spectral response surface method, water wave diffraction   17.4.254-258

     substructure-subdomain method, aircraft landing impact, aircraft-floating structure-water interaction system   15.4.257-263

     superconvergent patch recovery, submodeling analysis of ship structure  13.3.216-223

     thermal stimulation method, laboratory-scale experiment of methane hydrate dissociation by hot-water injection and numerical analysis for permeability estimation in reservoir: Part 1   17.1.47-56

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

Top-Down Method, predicting lateral wall deflection by neural network   19.2.151-157

      variational (analysis), marine riser     1.4.300-306

     virtual work, plastic collapse, simply supported grillages or grids   11.4.310-314

     vortex     8.4.241-250, 10.4.241-248, 15.1.7-13

Methodology

     geological survey operations, Russia   6.4.275-277

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

     risk-based, U.S. Navy, deep-draft ships   8.3.200-206

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

     validity of, Mega-Float Phase-II Model   13.4.254-259

MHD (magneto-hydrodynamics)

     oil separation from oil-contaminated seawater using high field superconducting magnet   17.3.189-192

propulsion     3.4.250-257

Microhardness, microstructural study of friction stir welding of joints of carbon steels   14.4.284-288

Micromechanics, crack nucleation time   4.1.151-155

Microscopy, electron, impact of porous microstructures of gas hydrates on their macroscopic properties  

     14.4.305-309

Microstructure(s), microstructural

     approaches for achieving X120 properties  14.1.2-35

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

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

     high-strength line pipes with enhanced deformability   20.4.298-305

     hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties   20.2.110-117

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

     study of friction stir welding of joints of carbon steels   14.4.284-288

     weld control, thermodynamic analysis of inclusion formation   16.2.128-131

Mine burial prediction, countermeasures     13.1.73-78

Miner, smart seafloor vehicle       10.3.182-186

Miner, rule, 2-D probabilistic     10.2.131-136

Mini-triaxial test, compression apparatus   9.2.105-111

Mining, deep-ocean

     axial dampers, elastic joints, vertical pipe      7.1.36-43

     circular cylinder, mean and unsteady lift     3.4.280-298

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

     pipe     4.4.320-330, 4.4.331-339

     smart seafloor mining vehicle, SLTC algorithm      10.3.182-186

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

     systems, cobalt-rich manganese deposits     5.1.75-79

     vertical pipe, elastic joints, dynamic and static responses       6.3.201-211

Mining manganese nodules

     longitudinal vibration, pipe string  4.1.62.67

     waterjet nodule lifter, manganese nodule collector   11.3.237-239

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

Mixture; solid-liquid flow experiment with real and artificial manganese nodules in flexible hoses   19.1.77-79

mj-terms, forward-speed calculations in frequency domain   15.3.189-197

Mobile ice cover, moored oceanographic profiler (ICYCLER)   14.3.176-181    

Mixed frequencies, submerged pontoon, viscous damping     5.4.241-250

Mobile offshore base, floating multimodule     9.2.126-133

Mobile Offshore Drilling Units (MODU)       8.2.115-121

Modal

     analysis, offshore jacket structure     5.1.58-66

     expansion method, dynamics of flexible riser   14.2.110-117

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

Mode

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

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

     fracture, stress corrosion cracking     4.3.234-240

     near-trapped, wave drift force and moment     11.3.176-183

     trapped, wave drift force and moment on VLFS       12.2.98-104

     underwater manipulator, model-based sliding mode control    16.3.210-217

Model(s), modeling

     airgap, test results (Weslefrikk semisubmersible)    12.3.184-188

     annual variation of sea-ice cover in Baffin Bay   17.3.176-181

     AR-ARX prediction, damage detection in flexible risers using statistical pattern recognition techniques   18.1.35-42

     -based sliding mode control of underwater robot manipulator    16.3.210-217

     Bayesian modeling procedure       12.1.25-30

     Boussinesq       7.4.262-268, 17.4.266-269

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

     Cam-Cay, Modified, suction caissons in clay       13.2.154-159

     Cam-Cay, Modified, vertical uplift capacity of suction caissons  12.2.89-97

     centrifugal, test   9.4.314-319

     centrifuge, anchor-pipeline interaction   17.1.67-73

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

     centrifuge tests, groundwater pollution due to pile foundations in waste disposal site   16.1.65-72

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

     combined Eulerian-Lagrangian numerical        12.3.196-205

     combustion, hot gas movement induced by marine compartment fires   13.4.249-253

     computer, pile, design     6.2.91-95

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

     coupled and uncoupled, TLP      4.4.284-291

     dislocation pile-up, crack nucleation time, hydrogen content  4.2.151-155

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

     experiment, dynamics of flexible riser   14.2.110-117

     experiments, offshore structures       9.1.55-61

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

     experiments, semisubmersible platform   10.3.187-194

     experiments, semisubmersible platform, dynamic positioning system       11.4.267-272

     experiments, ship damage/flooding       8.4.280-282

     experiments, wave observation buoy   13.1.21-28

     FEM, of elastic  joints     9.2.117-125

     field, hot gas movement induced by marine compartment fires  13.4.249-253

     field test, consolidation process of geotextile tube with fine-grained materials  14.2.150-158

     high-order spectral (HOS), numerical wave tank formulation   16.3.161-167

     hybrid wave, slow drift motion, compliant offshore structures     7.2.119-126

     ice, compacting   3.2.139-142

     ice, strength, failure   3.2.130-138

     iceberg drift and forecasting    15.2.125-131

     iceberg local shape at contact point     9.4.298-306

     input-output, vertical response of offshore structures to nonlinear waves (a review)   17.2.81-88

     joint     1.1.27-41

     joint, probabilistic, wind and waves in northern North Sea     12.1.1-8

     KdV      7.4.262-268

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

     Lade, stress-strain behavior of remolded clay from intermediate principal stress controlled tests   16.4.313-319

     Large Eddy Simulation (LES), pipeline local scour model     10.3.195-199

     large-scale LNG sloshing model tests   19.1.8-14

     linear, OWC   6.3.227-233

     lumped-mass, low-tension ROV tether     s   11.4.282-289

     Marine Environmental Committee (MEC) ocean   14.4.241-246

     mathematical, roll motion of RoRo ship with list  10.4.316-320

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

     Modified Cam-Clay, suction caissons in clay  13.2.154-159

     Modified Cam-Clay, vertical uplift capacity of suction caissons  12.2.89-97

     morphogenetic; wet ice accretions on transmission lines      11.1.16-22

     MSE, of elastic joints  9.2.117-125

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

     nonlinear wave, Eulerian-Lagrangian     12.3.196-205

     numerical, breakwater element on sandy seabed       11.4.241-247

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

     numerical, fluid-particle flows  7.2.89-93

     numerical, icing     4.2.119-126

     numerical, of 2-D multiphase flow with solid-liquid-gas interaction   15.3.198-203

     numerical, soil-pipeline interaction along active fault systems   18.3.211-219

     ocean waves, uncertainties       1.2.87-93

     offshore floating model, unit-linked        9.3.201-207

     plasticity, untrenched offshore pipelines on calcareous sand       12.1.74-80

     pseudo-elastic soil model;      numerical assessment on shear moduli at pre-failure state taken from pressuremeter test   18.3.233-239

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

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

     ring, strength equations, gusset-plate/CHS tube joint load deformation      10.4.292-300

     ropes, heating, polyester  7.1.63-69

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

     (and)     seabed characterization for pipeline-soil interaction   17.3.193-204

semi-empirical universal nonlinear input-output model, nonlinear response of offshore structures to high seas   19.1.1-7

     Slepian     8.4.258-264

     snowdrift  2.1.73-79, 3.1.61-65

     spatial, for variability of significant wave heights in world oceans   18.1.1-7

     spectral      9.2.81-99

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

     test(s)(ing)      2.1.18-23, 2.1.24-31, 2.2.87-92, 3.1.66-72, 9.1.73-78

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

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

     testing, conical, ice     3.4.313-321

     3-D icing   5.1.37-42

     2DH, wave-jet nonlinear interaction: mathematical model development and experimental results   17.2.119-124

     2-phase, simulation of wave transformation in vertical permeable structure   14.2.89-97

     uncertainty

collapse, thick pipes       4.4.312-319

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

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

     universal linear system    9.1.49-54, 9.3.167-174

     universal nonlinear input-output (UNIOM)   13.4.260-265, 17.2.81-88

     velocities in giant waves   10.3.170-172

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

     Volterra quadratic model     1.3.235-241, 3.2.168-174, 12.3.189-195, 12.4.243-248, 13.1.12-20, 17.2.81-88

     wave       11.2.81-86

     Wirsching   10.2.131-136

Modification factor, reclaimed soil, West Taiwan     10.1.73-79

Modified

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

     nonlinear Schrödinger (MNLS), ocean surface   15.3.168-174

Modulation

     nonlinear of ocean waves     2.2.93-109

     wave, bispectral analysis   4.1.1-5

Moisture

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

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

Molybdenum wire, surface decarburization     7.1.44-47

Moment(s)

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

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

     drift force   11.3.176-183

     drift force, wave-induced, on VLFS       12.2.98-104

     drift force and moment on VLFS of arbitrary geometry  13.3.198-204

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

     -thrust curvature, damaged tubular member     4.2.127-133

     torsional, circular cylinder      3.4.280-298

Momentum injection

     D-section structural member     5.3.161-165

     drag reduction of barge-like structure     13.2.81-87

     square prism     6.3.161-170

Momentum-conservation principle     11.3.176-183, 19.3.161-167

Monitoring

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

     full-scale data assessment in OWC Pico Plant   18.1.27-34

molten pool oscillation in TIG arc welding   14.2.145-149

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

Monte Carlo simulation       9.3.188-194, 10.3.177-181

Moored

     floating breakwaters, see Breakwaters

     floating structure      4.2.89-96, 7.4.254-261

     structure, dynamics     1.2.161-163

     tension line, wave energy absorption by pulsating submerged sphere of variable radius   15.1.40-45

Mooring(s)

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

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

     catenary   10.3.200-208, 11.4.273-281

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

     coupled analysis, hull/mooring/riser   20.2.95-102

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

     dynamics, touchdown region of catenary moorings       11.4.273-281

     dynamics, 2-D, numerical schemes      10.4.301-309

     hull/mooring coupled dynamic analysis  11.1.42-54

     large-diameter spiral strands against axial fatigue     9.2.149-157

     line analysis in cohesive seafloor       11.2.141-146

     line damping     10.3.200-208, 11.1.42-54

     lines, cable dynamics   7.1.48-53

     lines, centrifuge model tests  10.3.236-240

lines, moored floating breakwaters, performance   15.4.264-273, 19.1.31-41

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

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

     ropes, polyester, heating   7.1.63-69

     surface, oceanographic    4.3.219-222, 10.3.200-208

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

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

Morison equation

     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

     modification to MOJS equation     10.4.249-254

     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

     -type force(s)      8.4.273-279

Morison loads, fully stochastic analysis for FPSO based on shipyard practices   18.2.142-148

Morphogenesis, modeling of wet ice accretions on transmission lines   11.1.16-22

Motion(s)

     amphibious robot: rowing, feathering, flapping, elbow joint    20.3.175-180

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

     chaotic and heave-roll nonlinear dynamics   3.1.26-31

     combined, submerged pontoon     5.4.241-250

     control system, towed vehicle in transient mode        10.1.19-25

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

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

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

horizontal, time domain analysis of hydroelastic response of VLFS considering horizontal motion   18.1.21-26

     irregular; vortex-induced vibrations (VIV) of hanging flexible riser with top in irregular motion   15.4.274-281

     low-frequency, floater     1.2.164-166

     moored floating structure     7.4.254-261

     roll     8.4.241-250, 9.2.90-96, 12.3.206-212

     rotational     8.3.182-191

     sediment, general       10.2.107-111

     semisubmersible, VLFS  1.4.307-316

     ship     8.3.200-206, 10.4.241-248, 15.2.117-124

     ship, in frequency domain   15.3.189-197

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

     ship, port planning and ship operation, new observation system  13.2.112-119

     ship, ring and focused transient waves in AMOEBA with absorbing wave-maker   16.1.10-17

     ship, 3-D     5.2.120-126

     simulation, underwater vehicles     2.3.198-203

     slow-drift, compliant offshore structures     7.2.119-126

     slow-drift, oscillations     1.4.264-269, 1.4.270-278

     slow-drift, stochastic process      6.2.112-123

     subharmonic and chaotic     2.1.61-66

     surge drift     3.2.168-174

     3-D nonlinear, long vertical pipe in deep ocean  9.2.117-125

     translational   8.3.182-191

     vortex, irregular waves, cylinder   5.4.270-272

     water particle     8.1.74-79

     wave-induced, ocean platform  1.2.146-153

     wave-induced, body floating in 2-layer fluid   15.3.175-182

     wave-induced, rectangular plate in sea with straight breakwater  13.1.43-51

     wave-induced, sway and roll hydrodynamics of cylindrical sections     13.4.241-248

Moving

     and nesting grid technique; diffusion simulation of CO2 discharged in mesoscale deep ocean   20.1.48-53

     boundary treatment in MEC model   14.4.241-246

     disturbance   7.4.262-268

     hydrodynamic source, ice, internal wave manifestations     7.2.81-88

     load, ice cover flexural oscillations     11.1.1-8

     load, ice flexural deformations, ship wave wake       7.1.1-12

     load, ice, internal wave manifestations, ship wave wake     7.2.81-88

     nonstationary, of load along ice cover     9.4.292-297

     seabed, earthquake, wave, review   7.3.220-225

     Surface Boundary-layer Control (MSBC), barge-like structure     13.2.81-87

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

Multibeam sonar, ice gouge measurement strategy      12.1.34-39

Multicolumn

     gravity-based structures, diffraction theory as prediction tool for airgap  16.3.175-182

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

Multidirectional waves

     loading, vertical circular cylinder  4.3.206-211

     random wave propagation      9.2.81-89

Multidisciplinary design optimization (MDO), Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil   17.2.132-138

Multifractals, molybdenum wire       7.1.44-47

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

Multilegged structure, ice forces       2.3.222-227

Multiphase flow, 2-D, numerical model with solid-liquid-gas interaction, 15.3.198-203

Multiplanar

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

     joints, ultimate behavior, capacity  3.1.43-50

     joints, ultimate capacity, comparison with code predictions     4.2.134-141

     TT-joints, tubular steel, over chord bending     5.4.308-316

     tubular steel XX-joints, static strength     7.2.146-153

     X-joints      1.1.44-52, 1.3.200-207

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

Multiple perturbation method       2.1.54-60

Multipole method, see Method

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

Multisubdomains, numerical simulation, LONGTANK  4.3.200-205

Multiyear ice     1.1.53-57

MURV (manned underwater research vehicle), geological survey operations, Russia   6.4.275-277

@

@

N

Nailing tubular connections, fatigue behavior  10.3.209-216

Natural energy

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

     impulse turbine  6.1.76-80

     wave power generator  5.1.72-74

     Wells turbine     8.2.155-160, 11.1.72-76

Natural gas

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

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

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

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

     reserves      8.1.22-29

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

Navier-Stokes equation(s)

     free-surface random vortex method     (FSRVM)     8.4.241-250, 10.4.241-248

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

     numerical simulation of pipeline local scour      10.3.195-199

     numerical simulations of 2-D wave tank in viscous fluid  10.1.1-9

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

     random vortex method (RVM)     3.2.81-92

roll response of various hull sectional shapes using a Navier-Stokes Solver   19.1.46-51

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

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

Navigation, underwater

autonomous vehicles, geophysical maps     6.1.9-18

Near-trapped mode, wave drift force and moment     11.3.176-183

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

Near-wake geometry, elliptic cylinders       2.4.267-280

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

Negative

     added mass, vertical circular cylinder     4.1.11-17

     GM     9.2.90-96

     tension, tension leg platform     2.4.281-288

Net load, plate anchor     5.3.230-234

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

Neural networks (NN)

     predicting lateral wall deflection in top-down excavation    19.2.151-157

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

Neutron diffraction, crystallography, atmospheric icing, high voltage   7.1.13-15

Newmark-ƒÀ method, dynamics of flexible riser    14.2.110-117

Ni, Ni-Mo consumables, weld metal mechanical properties in hyperbaric GTAW of X70 pipeline   16.3.233-240

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

Noise

     correlation, wind, temperature, ice deformation      6.2.154-158

     nonwhite, white, nonlinear roll equation  3.1.32-34

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

Nondestructive

     damage detection, offshore jacket structure     5.1.58-66

     testing, superheater tube     4.1.36-39

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

Nondimensional parameters, waterjet nodule lifter, manganese nodule collector     11.3.237-239

Non-Gaussian

     analysis, stochastic dynamics, offshore structure  7.3.205-211

     excitation, slow drift motion     6.1.112-123

Nonimpact and impact, strong and weak asymmetric wave rise and fall time  7.3161-167

     springing and ringing  7.1.28-35

NO96; full-scale sloshing impact tests\Part I   20.1.24-33

Nonintrusive stereo imaging method; experimental study on interaction between flow current and cage structure   18.2.127-132

Nonlaminar flow, hydraulic conductivity, coarse sand       2.4.318-320

Nonlinear

     active control     9.2.141-148

     analysis, see topic entry below

     bending stiffness, cables chains   3.3.162-167

     control; exploiting redundancy in underwater vehicle-manipulator systems   19.2.115-123

     coupled responses, free-span pipeline     6.1.53-61

     coupled responses, response periods    9.2.117-125

     coupled responses, tethered spar platform       7.2.111-118

     diffraction problem     2.1.54-60

     dynamic(s), see topic entry below

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

finite element, elastic joints, vertical pipe, dynamic and static responses       6.3.201-211

finite element, icebreaker testing and analysis  10.1.34-40

     forcing     1.1.1-7

     free-surface conditions, FEM for time domain analysis of hydroelastic response of VLFS   16.3.168-174

free-surface conditions, FEM for time domain analysis of hydroelastic response of VLFS considering horizontal motion   18.1.21-26

     free-surface flows  8.3.173-181, 10.1.1-9, 11.3.191-193, 18.4.292-301

     free-surface, irregular waves     4.4.265-272

     fully nonlinear boundary element method to simulate wave-body-current interactions  11.1.33-41

     fully nonlinear numerical wave tank  8.4.251-257, 9.2.90-96, 9.4.257-263, 9.4.264-270,10.4.269-275, 16.1.25-32, 16.3.161-167

     gravity waves, evolution, shelf     3.1.1-6

     hydrodynamic forces   4.3.174-182

     interaction, pile-soil      13.3.169-174,     13.4.293-300

     interaction, 2nd-order Stokes waves, floating structure      4.2.89-96

     interaction, time domain, TLP  4.4.284-291

     interaction, wave-wave       11.2.81-86

     irregular waves, responses, TLP      5.3.166-170

     modulation of ocean waves   2.2.93-109

     normal modes       8.2.115-121

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

     numerical wave tank     9.2.90-96

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

     programming, location, L-shaped structures      4.4.292-297

     response, see topic entry below

     roll equation     3.1.32-34

     soil-structure interaction systems   13.3.169-174

     strip method; effect of bow flare shape on water impact pressure   16.2.112-117

     surface wave diffraction   1.1.77-85

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

     system identification, Volterra models in offshore engineering      13.1.12-20

     systems, distributed parameter sensitivity analysis      13.3.169-174

     time-domain numerical model for simulating response   9.2.112-116

     transfer functions       7.4.301-307

     vibrations, deep-ocean pipe  4.4.320-330

     wave(s), see topic entry below

Nonlinear analysis(es)

     blast resistance, SDOF, topside structures   7.3.212-219

     concrete creep, TLP       7.3.168-173

     marine riser  1.4.300-306

     random waves   4.4.257-264

     structural     8.4.292-302

Nonlinear dynamic(s)(al)

     analysis, offshore framed structure      1.3.220-227

     chaotic and heave-roll motion       3.1.26-31     

     hull/mooring coupled dynamic analysis   11.1.42-54

     mooring lines      7.1.48-53

     riser     3.4.299-305

     solution strategy      9.2.112-116

     systems      8.2.115-121

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

Nonlinear response

     analysis       9.2.112-116

     articulated tower   2.1.61-66

     dynamic, OWC     7.2.154-159

     of offshore structures to high seas   19.1.1-7

Nonlinear solution for vertical plate vibration and generation of transient waves by wave impact  19.3.189-197

Nonlinear solution for vibration of vertical elastic plate by initial elevation of free surface  20.2.34-40

Nonlinear wave(s)

     -body interactions with fully submerged dual cylinders   14.3.210-217

     diffraction, cylinder array      7.3.181-188

     diffraction, submerged horizontal cylinder  13.1.29-37, 19.3.198-205

     dynamic interaction with seawall over sand seabed        8.1.30-38

     dynamic solution strategy      9.3.112-116

     floating island      6.3.171-176

     force, non-Gaussian analysis, offshore structure       7.3.205-211

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

     hydrodynamic forces  4.3.174-182

     load(s)     2.3.175-185, 9.1.49-54, 9.3.167-174

     model, combined Eulerian-Lagrangian  12.3.196-205

     random, of finite bandwidth, statistical properties   15.1.14-20

     unsteady flows  7.4.277-284

     -wave interaction      11.2.81-86

wave spectra, statistical behavior of directional bound long waves   16.3.183-194

     wave-jet interaction, mathematical model development and experimental results   17.2.119-124

     weakly     9.1.48-54

Nonlinearities, wave(s)

     focusing       6.2.131-137

     loading, horizontal cylinder  1.4.247-254

     loading, vertical circular cylinder  4.3.206-211

     spectral analysis     11.2.87-92

Nonlinearity

     effects, Froude-Krylov forces on cylinders  13.2.105-111

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

     small-strain, cylindrical diaphragm wall movement during deep excavation       13.4.285-292

     3rd-order wave force on axisymmetric bodies       11.4.248-253

     wave kinematics     8.2.90-101

Nonsimultaneous

     failure, ice sheet     5.4.279-284

     ice crushing, Poisson process      6.2.138-143

Non-Uniform Rational B-Splines (NURBS)

     computation of forward-speed wave-body interactions in frequency domain   17.2.125-131

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

Nonwhite noise, nonlinear roll equation  3.1.32-34

Norströmsgrund Lighthouse, global design ice-load dependence of failure mode  14.3.189-195

North Pacific Ocean, Hughes Glomar Explorer, full-scale, coupled ship and pipe motions measured in North Pacific   20.1.1-6

Northern Sea Route, recent trend in design parameters of ice-transiting vessels   18.4.282-287

Notch toughness, Izod, pultruded glass-fiber composite  13.3.232-239

Notch root, crack nucleation time   4.2.151-155

Nucleation

     theory, kinetics of hydrate formation  12.4.256-263

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

     time, crack, hydrogen content, electrode potential      4.2.151-155

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

Number(s)

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

     disks, longitudinal damping, vertical pipe string   7.2.104-110

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

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

     Scruton, vortex-excited vibration, circular cylinder in steady flow       13.4.266-273

Numerical

     analyses, multiplanar tubular steel XX-joints       7.2.146-153

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

     analysis, dilative behavior of granular materials  13.4.301-307

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

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

     experiment, random wave force coefficients      4.4.278-283

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

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

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

     method, pipelaying, stinger, dynamics    6.3.212-218

     methods, cables  2.2.110-113

     model, fluid-particle flows   7.2.89-93

     model, icing  4.2.119-126

     model of 2-D multiphase flow with solid-liquid-gas interaction  15.3.198-203

     modeling, breakwater element on sandy seabed      11.4.241-247

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

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

     soil-pipeline interaction along active fault systems   18.3.211-219

     schemes, 2-D mooring dynamic analysis     10.4.301-309

Numerical simulation

     by testing, validation of       9.1.10-15

     effects of grid resolution on simulation of semidiurnal internal tides   17.2.105-111

     fire safety design, oil pool fires in engine room   15.1.46.53

     fully nonlinear       9.4.264-270

     hydrodynamic behaviors of gravity cage in current and waves   19.2.97-107

     ice dynamics     3.4.328-332

     joint strength     1.3.200-207, 2.1.1-6

     Monte Carlo   9.3.188-194

     Morison equation      1.2.115-121

     multigrid technique for numerical simulations of water impact phenomena   16.4.283-289

     multisubdomains, LONGTANK      4.3.200-205

     nonlinear coupled responses, tethered spar platform   7.2.111-118

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

     RANS     8.3.182-191

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

splitter plate  4.3.193-199

3-D stall mechanism on Wells turbine for wave-power generation system     11.4.315-320

     tidal power generation      8.4.318-320

     ultimate strength formulation for axially loaded CHS uniplanar T-joints   16.4.305-312

     validation     9.1.10-15, 19.3.198-205

     vortex-induced vibrations (VIV) of hanging flexible riser with top in irregular motion   15.4.274-281

     wave force      6.2.124-130

     wave groups  3.2.93-100

Numerical wave tank (NWT) (flume)

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

     bichromatic 2nd-order Stokes waves   9.3.175-181

     FEM model   9.4.271-275

     fully nonlinear  8.4.251-257, 9.2.90-96, 9.4.257-263, 9.4.264-270, 10.4.269-275, 14.3.210-217, 16.1.25-32, 16.3.161-167

     irregular waves  4.4.265-272

     Lagrangian particle method as advanced technology for numerical wave flume   19.3.161-167

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

     OSC     7.2.154-159

     OWC, dynamic nonlinear response     7.2.154-159

     OWC, self-adaptive control  10.4.269-275

     review     9.4.241-256

     2-D, in viscous fluid, numerical simulations     10.1.1-9

     wave absorption     11.3.168-175

NURBS, see Non-Uniform Rational B-Splines

Nutation damp(er)(ing)

     instabilities      1.3.167-175

     vibration suppression  7.3.174-180

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

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

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@

O

Object-oriented environment      8.3.213-221

Observation(s)

     long-term, observatory, deep sea, submarine earthquake      6.4.262-267

     missing, reconstructed, with application to ringing      11.1.23-32

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

     wave, buoy, model and field experiments      13.1.21-28

Obstacle(s)

     avoidance, underwater vehicle  13.1.52-59, 14.4.265-273, 14.4.274-283

     axisymmetric, water wave diffraction     4.3.169-173

Ocean

     bottom seismometer (OBS), short cluster airgun array for shallow to deep crustal survey   19.1.60-65

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

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

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

     deep, long vertical pipe       9.2.117-125

     energy     8.2.155-160, 8.3.222-227, 10.2.145-152

     environment, simplified moving boundary treatment in Marine Environmental Committee (MEC)   14.4.241-246  

     mining, circular cylinder, mean and unsteady lift  3.4.280-298 

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

     platform, wave-induced motion     1.2.146-153

     radar system, wave observation buoy near Okinawa Islands      13.1.21-28

     space utilization     2.2.93-109

     surface, modified nonlinear Schrödinger (MNLS)   15.3.168-174

surface, spatial models for variability of significant wave heights in world oceans   18.1.1-7

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

     wavelet and local directional analysis of ocean waves   16.2.97-103

Ocean engineering      

     MOLIKPAQ platform     4.3.183-192

     projects   2.4.251-261, 4.2.81-88, 8.1.1-8

     wave basins   5.1.1-9

     wave power generator     10.2.153-159

Ocean wave(s)

     crossing and oscillation intensities     10.4.255-262

     energy, impulse turbine       12.2.142-146

     energy, Wells turbine     11.1.72-76

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

     flexible body, thick plate     5.3.198-203

     focusing       2.2.93-109

     ice floe      3.4.322-327

     impulse turbine, power      6.1.76-80

     lens     2.2.93-109

     modeling, uncertainties      1.2.87-93

     nonlinear modulation   2.2.93-109

     nonlinear wave-wave interaction       11.2.81-86

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

     power conversion       7.4.308-312

     power generator     5.1.72-74, 15.4.292-299

     swell       7.4.241-245, 12.4.237-242

Oceanographic

     measurements, The Bosphorus   5.2.98-104

     moorings   4.3.219-222

Oceanography       2.3.186-190

Ochi-Hubble     9.3.188-194

Octahedral plane, stress-strain behavior of remolded clay from intermediate principal stress controlled tests   16.4.313-319

Oedometer test  9.4.314-319

Offset

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

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

Offshore

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

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

     floating models, damage detection     9.3.201-207

     floating multimodule mobile base  9.2.126-133

     foundations, electrochemical cementation of calcareous sand   15.1.71-79

     foundations, electrokinetic cementation of calcareous sand   18.1.73-80

     foundations, electrokinetic strengthening     10.2.137-144

     jacket structure, modal analysis       5.1.58-66

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

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

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

     operations, wave duration/persistence statistics, recording interval, fractal dimension   12.2.108-113

     pipelines  10.1.56-63         

     pipelines, untrenched, on calcareous sand       12.1.74-80

Offshore/onshore project, Osaka Bay area        6.2.81-90

Offshore platform(s)

     cable, bending, damping   3.3.189-196

     concrete creep analysis       7.3.168-173

     tubular joints   2.2.141-146

Offshore structure(s)    

     added mass       3.2.107-114

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

     axial fatigue   9.2.149-157

     cables, locked coil   5.2.153-160

     collision      1.4.293-299

     compliant, slow-drift motion     7.2.119-126

     conical, ice, model testing      3.4.313-321

     direct spectral fatigue analysis  9.2.134-140

     drilling, conductors     2.4.303-308

     dynamic structural analysis  7.4.301-307

     fixed, design and construction   8.1.1-8

     framed, earthquake response     1.3.220-227

     free vibration analysis, Lanczos algorithm       3.3.219-224

     hydrodynamics   2.4.251-261,     4.2.81-88, 8.1.1-8

     ice loads       2.2.123-128,     8.1.16-21

     ice-structure interaction during earthquakes     11.4.290-297

     jacket, modal analysis   5.1.58-66

     model, pipelaying operations  8.3.213-221

     model, wave-exciting force, drift force       1.2.101-107

     MOLIKPAQ platform, waves       4.3.183-192

     nonlinear response to high seas   19.1.1-7

perturbation  2.1.7-12

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

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

     semisubmersible (Weslefrikk) in irregular waves, airgap     12.3.184-188

     steel jackets, Bass Strait, Australia     11.1.64-71

     stochastic dynamics, non-Gaussian analysis     7.3.205-211

     stress, response    1.1.71-76

     time variant damping  3.4.273-279

     vertical response to nonlinear waves (a review)   17.2.81-88

     wave basins  5.1.1-9

     wave diffraction, load, free surface     6.2.104-111

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

     wind turbine, reliability-based design loads, environmental contour method   15.2.132-140

     wind turbine, reliability-based optimization and optimal reliability level    15.2.141-146

Oil

     adhesion to ice  7.4.246-253

     boom        8.4.311-317

     contamination, direct shear test of bearing capacity       11.3.220-226

     curtain     8.4.311-317

     deepwater offloading buoy response and experimental validation   16.4.290-296

     diffusion, preventive device     8.4.311-317

     -ice interaction, spills, spreading   3.4.306-312, 5.2.127-133

     -ice sandwich   14.3.169-175

     pollution  8.4.311-317

     pool fire, fire safety design    15.1.46-53

     separation (MHD - magneto-hydrodynamics) oil separation from oil-contaminated seawater using high field superconducting magnet   17.3.189-192

     spills      7.4.246-253, 8.4.311-317

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

     spills in ice   14.3.169-175

     weathering, brash ice   5.2.127-133

Oils physical properties, -ice interaction     5.2.127-133

Okhotsk Sea

ice and earthquake loads on structure  11.4.298-303

ice run-up caused by tsunami in Sea of Okhotsk   15.1.34-39

Okinawa Islands wave observation buoy, ocean radar system evaluation  13.1.21-28

On-site test, superheater tube      4.1.36-39

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

Open boundary condition, nonlinear waves  4.3.174-182

Open-ended pipe pile, compressive capacity     10.3.229-235

Operator guidance  8.3.200-206

Optimization     9.2.158-159, 11.2.155-160, 13.1.60-65, 19.1.31-41, 20.4.247-255

Optimum

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

     condition of absorber, pipe string, manganese modules   4.1.62-67

     control of oscillation of wave-energy converters       12.2.147-155

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

Organic sediments   9.3.219-225

Organotin compounds, TBT, Korea, coastal waters   6.4.313-319

Orlanski open boundary condition, irregular waves      4.4.265-272

Oscillating

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

     cylinder, roughness effect     5.3.188-197

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

     flow, vibrating cylinder, vortex regimes  7.2.94-103

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

     water column (OWC) characteristics for terminator-type wave energy converter   15.4.292-299

     water column (OWC), design method of wave power generating system with Wells turbine   14.3.227-232

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

     water column (OWC), full-scale data assessment in OWC Pico Plant   18.1.27-34

     water column (OWC) shoreline devices, numerical modeling   11.2.147-154

     water column (OWC) transient experiments     6.3.227-233

     water column (OWC), wave energy       3.1.66-72, 10.4.269-275

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

Oscillation(s)

     amplitude modulated   2.1.32-37

     constraints, method for optimal control  11.2.155-160

     forced cylinder   7.4.269-276

     forced oscillation experiments, dynamics of flexible riser   14.2.110-117

     forced oscillation test; study on roll damping of 2-D cylinders, FPSO     13.3.205-208

     forced oscillation test; 3D effects on measured results using 2D model in narrow wave channel   20.2.88-94     

     heave        8.3.173-181

     horizontal and vertical, vertical circular cylinder   4.1.11-17

     ice cover flexural   11.1.1-8

     intensities and crossings, analysis of ocean waves   10.4.255-262

     large-scale LNG sloshing model tests   19.1.8-14

molten pool oscillation in TIG arc welding   14.2.145-149

     parametric   9.2.90-96

     slow drift   1.4.264-269, 1.4.270-278

     vertical and horizontal square cylinder       5.3.180-187

     wave-energy converters, optimum control   12.2.147-155

Oscillator

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

     van der Pol, vortex shedding, forced cylinder   5.4.251-255

Oscillatory flow   1.3.242-245, 13.4.266-273

OTEC power plant

     floating, potential viscous drift        3.3.236-239

     heat exchangers        9.2.158-159

Outliers (missing data), reconstructed with application to ringing   11.1.23-32

Output power, tidal current power generation system   11.1.77-79

Ovality, initial, thick tubes, collapse   3.2.121-129

Overall chord bending, multiplanar tubular steel TT-joints   5.4.308-316

Overhead power line, extreme loads   10.3.177-181

OWC, see Oscillating water column