IJOPE Subject Index U-Z

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U

ULS and ADCP mooring data   18.4.277-281

ULSM, see Universal nonlinear input-output model (UNIOM)

Ultimate

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

     behavior and capacity, tubular and multiplanar joints   3.1.43-50

     capacity, multiplanar, comparison with code predictions   4.2.134-141

     holding capacity   9.1.73-78

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

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

     stiffened panel, ship   7.1.22-27

     strength analysis; new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage   17.4.241-253

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

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

     strength, ISUM approach for collapse analysis of double-bottom ship structures   13.3.224-231

     strength, overall buckling   7.4.285-292

     strength, tubular element        1.1.27-41

     uplift, metal pile sand        2.3.234-237

Ultrasound(sonic)

     Ultrasonically enhanced water flow through porous media   16.2.146-152

Umbilical

     bend stiffness, core movement, fatigue, lubrication        3.2.150-155

     bending, deflection, friction, stresses   3.2.143-149

Unbaffled, baffled tanks, liquid sloshing, ship rolling   6.4.278-282, 6.4.283-290

Uncertainty(ies)

     analysis   10.1.10-18

     model, collapse, thick pipes   4.4.312-319

     ocean wave modeling    1.2.87-9

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

Uncoupled and coupled model, TLP   4.4.284-291

Underkeel clearance

      berthing ships   7.4.277-284, 8.3.182-191, 10.2.112-122

     deep-draft ships        8.3.200-206

Under-reamed anchors in seabed, uplift behavior   17.4.317-319

Underwater

     cable, protection   10.4.310-315

     laser, viewing   6.1.1-8

     navigation, geophysical maps, vehicles   6.1.9-18

     pressure hulls   8.3.207-212

     robot manipulator, iterative learning control   13.2.120-127

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

     structures, rapid inspection by multi-AUV system with smart cable   14.4.265-273

Underwater vehicle(s) (AUV)

     advanced technologies for cruising AUV Urashima   18.2.81-90

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

     autonomous, underwater navigation, geophysical maps        6.1.9-18

     biology-inspired precision maneuvering, Part 3    15.2.81-87

     biology-inspired precision maneuvering, Part 4    16.3.195-201

     deep-ocean, new directions   6.4.241-243

     depth control, linear parameter-varying techniques   13.1.52-59

     exploiting redundancy in underwater vehicle-manipulator systems   19.2.115-123

     France, deep-sea research   6.4.268-274

     low-tension cable, dynamics   3.3.213-218

     motion simulation   2.3.198-203

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

     navigation, extended Kalman filter, Doppler velocity log, inertial measurement unit    15.2.88-95

     navigation, geophysical maps   6.1.9-18

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

      smart seafloor mining   10.3.182-186

     towed   2.1.38-45, 10.1.19-25

towing and winch control strategy in sheared currents    16.3.218-227

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

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

Uniaxial viscoelastic ice bar   2.2.129-134

UNIOM, see Universal nonlinear input-output model

Uniplanar X-joints   2.1.1-6

Unit skin friction, metal pile, sand   2.3.234-237

Universal

     linear system model   9.1.48-54

     nonlinear input-output model (UNIOM), Heidrun ringing wave   12.3.189-195, 13.4.260-265

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

Unsaturated soil; characteristics of electrokinetic remediation of contamination by heavy metals\I: experimental study   20.2.140-146

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

Unsteady

     characteristics, ocean wave, fluid machinery   7.4.308-312

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

     flow around mechanical pectoral fin   15.3.161-167

     flows, berthing ships        7.4.277-284

     flows, resistance, in-line force model search   10.4.249-254

     motion, towed vehicle in transient mode   10.1.19-25

     wakes, plane        4.1.1-5

UOE linepipe

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

     collapse testing on short linepipe for deepwater applications    17.4.309-316

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

     improved collapse resistance with thermal aging for deepwater applications   17.4.280-287

     material design for line pipe steel to minimize HAZ softening and obtain good HAZ toughness   18.3.204-210

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

Upheaval, buckling model   8.4.283-291

Uplift

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

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

     capacity, pipelines in jetted clay backfill   12.4.280-287

     capacity, vertical, suction caissons   12.2.89-97

     capacity, vertical pile, clay   3.3.231-235

     ultimate, metal pile, sand   2.3.234-237

Upper response branch, vortex-induced vibration   18.2.99-105

Urashima, advanced technologies for cruising AUV  18.2.81-90

 

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V

Validation

     CFD, ship seakeeping, transient tests        11.3.184-190

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

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

     field, soil friction transition during suction pile installation   12.4.311-315

     numerical;, nonlinear wave diffraction by submerged horizontal circular cylinder   19.3.198-205

     numerical simulations by testing   9.1.10-15

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

     usefulness of FSRVM solution        8.4.241-250

Value(s)

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

     estimated significant, Mega-Float Phase-II Model elastic response   13.4.254-259

     extreme, airgap prediction, 2nd-order diffraction, Stokes theory   12.3.184-188   

van der Pol oscillator

     diffusive, vortex shedding, forced cylinder   5.4.256-260

     vortex shedding, forced cylinder   5.4.251-255

Vane, guide

 impulse turbine   4.1.76-80, 5.1.72-74, 10.2.145-152, 12.2.142-146

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

Variable

     amplitude loading   10.2.131-136

     spatial design   13.4.293-300

Variation(s)

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

     seasonal, sea ice   1.1.53-57

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

Variational method (analysis), marine riser   1.4.300-306

Vectors, thrust   9.2.117-125

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

Vehicle(s), underwater

advanced technologies for cruising AUV Urashima   18.2.81-90

     biology-inspired precision maneuvering, Part 3    15.2.81-87

     biology-inspired precision maneuvering, Part 4    16.3.195-201

     deep-ocean, new directions   6.4.241-243

     depth control, linear parameter-varying techniques   13.1.52-59

     exploiting redundancy in underwater vehicle-manipulator systems   19.2.115-123

     France, deep-sea research   6.4.268-274

 low-tension cable, dynamics   3.3.213-218

     motion simulation   2.3.198-203

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

     navigation, extended Kalman filter, Doppler velocity log, inertial measurement unit    15.2.88-95

navigation, geophysical maps   6.1.9-18

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

     smart seafloor mining   10.3.182-186

     towed   2.1.38-45, 10.1.19-25

towing and winch control strategy in sheared currents    16.3.218-227

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

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

Velocimetry, Particle Image (PIV), ship model wake analysis   11.4.261-266

Velocity(ies)

     acoustic   9.3.219-225

     bottom, water wave diffraction   4.3.169-173

     breaking wave   1.2.108-114

     critical striking velocity; effect of buffer bow structure in ship-ship collision   18.2.133-141

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

     drift   10.4.241-248

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

     level crossings   10.2.91-98

     local maxima   10.2.91-98

     log, Doppler    15.2.88-95

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

     potential   9.4.241-256

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

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

     shear wave   10.1.73-79

     wave crest velocity and wave height, joint distribution   11.1.23-32

Vertical

     acceleration   11.2.106-112

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

     circular cylinder, circular footing   4.1.11-17

     circular cylinder, random wave force coefficients        4.4.278-283

     circular cylinder, wave forces   2.3.161-167, 4.3.206-211

     columns, rigid, free surface fluctuations        6.1.41-46

     cylinder, nonlinear Froude-Krylov forces   13.2.105-111

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

     cylinder, runup due to waves and current   11.1.33-41

     cylinder, submerged   8.3.173-181

     cylinder, wave forces, pile group   3.3.225-230 

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

     elastic sheet, linear waves   5.2.105-110

     (and) horizontal oscillations, vertical circular cylinder        4.1.11-17

     loading, drained load-displacement response   12.1.74-80

     pile, uplift capacity, inclined load, clay   3.3.231-235

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

     pipe, deep ocean   9.2.117-125

     pipe string, longitudinal damping, optimum buffer shape   7.2.104-110

     plate vibration and generation of transient waves by wave impact; nonlinear solution   19.3.189-197

     uplift capacity, suction caissons   12.2.89-97

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

Very large floating structure(s), see VLFS

Vessel(s)

     grounding, risk assessment   9.1.16-21

     ice-transiting (icebreaking supply, tug, research vessels, passenger car/ferries); design parameters  18.4.282-287

     icing   4.119-126

     Ro-Ro        8.3.192-199

Vibrating cylinder, oscillating flow, vortex regimes   7.2.94-103

Vibration(s)

     absorber, buffer, control, pipe string   2.4.309-317

     analysis, FEM, mega-float structure        12.1.48-55

     axial, biaxial, bending and torsional, deep-ocean pipe   4.4.331-339

     axial, biaxial, bending and torsional, linear, nonlinear, deep-ocean pipe   4.4.320-330

     cable, considering interlayer Coulomb friction   15.3.229-234

     cable, damping, riser, thruster control   6.4.294-297

     cable, offshore platforms        3.3.189-196

     cable dynamics   3.3.176-182, 3.3.183-188

     free, analysis, offshore structures   3.3.219-224

     horizontal, vertical, pile   3.2.156-160

     ice-induced   2.3.204-211

     interaction, plate shell   4.1.6-10

     flow-induced   1.1.18-26, 3.4.280-298, 5.2.81-90, 18.4.302-307

     longitudinal, pipe strings, shapes of buffers   1.2.154-160

     longitudinal by absorber, mining manganese nodules   4.1.62-67

     longitudinal of pipe string, control, cobalt crust   2.4.309-317

     splitter-plate wake stabilization and low aspect ratio cylinder flow-induced vibration mitigation   20.3.190-195

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

     suppression, D-section structural member   5.3.161-165

     suppression, nutation damper   7.3.174-180

     test, ice-structure interaction during earthquakes   11.4.290-297

     torsional, free-span pipeline    6.1.53-61

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

     vertical plate vibration and generation of transient waves by wave impact; nonlinear solution   19.3.189-197

     vortex-excited, circular cylinder in planar oscillating flow   13.4.266-273

     vortex-excited, vertical cylinder   8.1.66-73

     vortex-induced, VIV, see topic entry below    

     waves   9.1.39-47

Vibrational characteristics   8.2.148-154

Viewing, laser, underwater   6.1.1-8

Viscoelastic

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

     plate; dynamic response of ice-covered fluid to submerged impulsive point source   19.4.317-319

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

Viscous

     damping   8.4.241-250

     drift, floating OTEC plant   3.3.236-239

     flow, fluid   8.3.173-181

     force, oscillating cylinder, roughness effect   5.3.188-197

     (and) potential computations, roll damping of 2-D cylinders, FPSO   13.3.205-208

Viscous effect(s)

     hydrodynamic force   1.4.279-283

     low-frequency oscillation, semisubmersible   3.1.17-25

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

     wave-body interaction   8.1.39-45

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

Visualization, flow

     circular cylinder, 3-D effect   2.2.81-86

     irregular waves, cylinder   5.4.270-272

     washover laboratory experiments with optical instrument   13.4.274-279

     wave and wave-current loading on circular cylinder   8.2.122-129

VIV, see Vortex-induced vibration(s)

VLCC(s), collision strength of side structures   11.2.113-117

VLFS (Very Large Floating Structure)

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

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

     applications, fast multipole method for wave diffraction-radiation problems     16.4.253-260

     column-supported type   10.2.81-90, 11.3.176-183

     FEM for time domain analysis of hydroelastic response with fully nonlinear free-surface conditions   16.3.168-174

     hydroelastic responses   10.2.81-90, 16.3.168-174

     multimodule mobile offshore base   9.2.126-133

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

     pontoon type   10.2.81-90

     semisubmersible motions   1.4.307-316

     slamming impact pressure   12.1.9-15

     synergies between VLFS hydroelasticity and sea ice research   18.4.241-253

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

     wave drift force and moment, arbitrary geometry   13.3.198-204

     wave response analysis with attached submerged plate   13.3.190-197

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

VLMOS (Very Large Mobile Offshore Structure), hydroelastic motions and drift forces   15.3.183-188

VOF

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

     model, porous media and water wave interaction   12.3.196-205

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

Voltage, high

     atmospheric icing, crystallography   7.1.13-15

     ice accretion   4.1.40-47

Volterra

     model, quadratic, Heidrun ringing wave, ULSM/UNIOM test data   12.3.189-195

     model, quadratic, nonlinear, in offshore engineering   13.1.12-20

     model, quadratic, nonlinear response of offshore structures to high seas   19.1.1-7

     model, 2nd-order   12.4.243-248

     model, wave drift damping   1.3.235-241

     series, fluid machinery   7.4.301-307

     series representation of nonlinearity   11.2.87-92

     2-term series, ALP   4.4.298-301

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

Vortex

     forces, strumming   2.1.32-37

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

     -excited vibration, circular cylinder in planar oscillating flow   13.4.266-273

     -excited vibration, vertical cylinder   8.1.66-73

     -induced, conductor pipes   4.3.231-233

      -induced, splitter plate   4.3.193-199

     intensity, shedding, circular cylinder   3.4.280-298

     methods, optimization of shedding in 3-D wakes using belt actuators   15.1.7-13

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

     regimes, vibrating cylinder, oscillating flow   7.2.94-103

     resonance, nutation damper   7.3.174-180

Vortex-induced vibration(s) (VIV)

amplification   16.1.33-40

     conductor pipes   4.3.231-233

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

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

elastically mounted cylinder   13.2.99-104

flexible cylinder   10.1.26-33

     hanging flexible riser with top in irregular motion   15.4.274-281

     phenomenon   13.2.99-104

     riser interference and VIV amplification in tandem configuration   16.1.33-40

     splitter plate   4.3.193-199

     splitter-plate wake stabilization and low aspect ratio cylinder flow-induced vibration mitigation   20.3.190-195

super-upper response branch boundaries   18.2.99-105

Vortex shedding

     cables   3.3.172-175

     diffusive van der Pol oscillator, forced cylinder   5.4.256-260

     marine pipeline   5.2.81-90

     motion, irregular waves, cylinder   5.4.270-272

     optimization, in 3-D wakes using belt actuators   15.1.7-13

     van der Pol oscillator, forced cylinder    5.4.251-255

     vertical circular cylinder   4.3.206-211

     wave-induced   8.1.39-45

Vorticity

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

     flow associated with rolling motion   8.4.241-250

     separated flows   3.2.81-92

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@

W

Wake(s)

     induced oscillations (WIO), riser interference and VIV amplification in tandem configuration   16.1.33-40    

     interference, wake-induced instability of cylinders   12.1.31-33

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

     propeller, ship model wake analysis by PIV   11.4.261-266

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

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

     3-D, optimization of vortex shedding, using belt actuators   15.1.7-13

     unsteady        4.1.1-5

Wall

cylindrical diaphragm, movement during deep excavation   13.4.285-292

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

-jet interaction in shallow waters   17.3.213-217

Warming, global, gas hydrates, permafrost   4.2.162-166

Washover, laboratory experiments with optical instrument   13.4.274-279

Water

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

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

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

     cushion, berthing ships   7.4.277-284, 8.3.182-191

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

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

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

     flow rate through porous media, ultrasonic effects   16.2.146-152

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

     impact phenomena, multigrid technique for numerical simulations   16.4.283-289

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

     mass movement in coastal regions, Lagrangian drifter   12.3.213-216

     overtopping   9.3.182-187

     particle, breaking wave   1.2.108-114

     particle motion   8.1.74-79

     quality, deterioration, lack of circulation   11.3.194-201

     shallow; Boussinesq cut-cell model for wave scattering from cylinder  17.4.266-269

     shallow flow, wave-current interaction   14.2.86-88

     shallow, ice model tests of caisson platform   17.4.270-275

     shallow, near resonance of diffraction waves by array of plates   11.4.254-260

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

     shallow water jet, jet-wall interaction   17.3.213-217

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

     shallow, wave transformation   9.4.257-263

     turbid, particle size, underwater, laser, viewing   6.1.1-8

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

     wave, diffraction-radiation problems/solutions   8.2.110-114

     wave, growth by wind   12.4.237-242

     wave, shear flow, wind-induced   5.4.273-278

     wave diffraction and spectral response surface method   17.4.254-258

     wave diffraction, axisymmetric obstacles   4.3.169-173

     wave problems, effects of artificial damping   13.2.88-98

Waterjet nodule lifter, manganese nodule collector   11.3.237-239

Wave(s)

     absorption   10.4.269-275, 11.3.168-175, 16.2.81-89, 19.3.189-197

     amplification   8.1.51-57

     amplitude        8.4.258-264

     asymmetric, weak and strong, impact and nonimpact   7.3.161-167, 8.2.81-89

     asymmetric, weak and strong, numerical wave tanks: review   9.4.241-256

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

     basins, configuration   16.2.81-89        

     basins, reflection   5.1.1-9

     bending moment, production ships   4.4.302-311

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

     bodies at forward speed        1.1.58-63

     -body interaction, floating bodies   5.3.171-179

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

     -body interaction, 3-D calculation for multiple floating bodies in proximity   18.1.14-20

     -body interaction,  viscous effects    8.1.39-45         

     -body interaction, viscous fluid   8.3.173-181

     bound long (infragravity), statistical behavior   16.3.183-194

     breaking, see topic entry below

     circular cylinder; wave run-up and response spectrum for wave scattering   19.3.183-188.

     coastal structures, hydrodynamics, horizontal plate   6.1.19-26

     combined wave and current flow        11.2.93-98

     concave and convex shape, impacting process   6.4.291-293

     control, entry(harbor), diffraction, L-shaped structures   4.4.292-297

     crest, maximum   8.2.90-101

     crest velocity and wave height, joint distribution   11.1.23-32

     crossing    8.1.74-79

     current(s), see topic entry below

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

     damping and force   1.4.264-269, 1.4.270-278

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

     design   10.2.99-196

     diffraction, see topic entry

     directional, maker   4.4.273-277

     directional short-crested waves; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks   20.4.275-283

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

     Draupner freak, field and laboratory, impact   13.1.38-42, 13.4.260-265

     drift, see topic entry below

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

     energetic   2.1.46-53

     energy, see topic entry below

     -exciting force   1.2.101-107, 18.1.14-20

     extremal   10.3.161-169

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

     extreme behavior around model TLP   8.1.51-57

     feed forward   1.1.1-7

     flexural, propagation at interface between floating plates   12.3.163-170

     flexural-gravity   14.3.161-168, 16.1.1-4, 18.4.271-276

     floater, motion        1.2.164-166

     fluid-particle flows, numerical model   7.2.89-93

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

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

     focusing, nonlinearities   6.2.131-137

     forces, see topic entry below

     forces, random, see topic entry below

     freak, see topic entry below

     free surface        8.3.182-191

     Gaussian   10.2.91-98, 10.3.161-169

generation and absorption in wave basins: theory and application   16.2.81-89, 16.4.320 (Discussion)

     giant   10.3.170-172

     gravity   10.4.269-275

     Green function method   8.2.110-114

     groups, see topic entry below

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

     height and wave crest velocity, joint distribution   11.1.23-32

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

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

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

     heights, maximum        8.2.90-101, 10.2.99-106

     high, groups, Markov Theory   12.2.105-108

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

     hydrodynamics   2.4.251-261

     ice-coupled   12.3.157-162, 18.4.263-270

     -iceberg load combination factor   8.1.1-8 

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

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

     impact, plunging, large horizontal cylinders   4.l.23-29

     impact pressure calculations by improved SPH methods   19.4.300-307

     impact; vertical plate vibration and generation of transient waves; nonlinear solution   19.3.189-197

     incident, large amplitude     12.3.206-212

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

     -induced motion, ocean platform   1.2.146-153

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

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

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

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

     interaction, dual wave-wave   9.4.264-270

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

     interactions, wave focusing   6.2.131-137

     irregular, see topic entry below

     joint distribution, northern North Sea   12.1.1-8

     kinematics   10.3.170-172

     kinematics, freak wave particle   13.1.38-42

     length   10.3.161-169

     linear, circular elastic plate   14.2.81-85

     linear, damping   13.2.88-98

     load(s)(ing), see topic entry below

     long (infragravity), statistical behavior   16.3.183-194

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

     -maker   4.4.273-277, 16.2.81-89, 16.3.161-167

     mechanics   8.3.173-181

     modeling   11.2.81-86

     models (Boussinesq, KdV)   7.4.262-268

     modulation, bispectral analysis        4.1.1-5

     moored structure   1.2.161-163

     nonlinear, see topic entry below

     oblique, propagating across oblique crack in ice sheet   12.3.157-162

     observation, buoy, model and field experiments   13.1.21-28

     ocean, see topic entry below

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

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

     pattern   10.1.10-19

     period   10.3.161-169

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

     periodic, shoaling   9.4.257-263

     plunging, impact pressures, variability, cylinders   1.2.94-100

     power conversion, air turbine with staggered blades   13.4.316-320

     power conversion, axial flow air turbine    7.4.308-312

     power generator, impulse turbine   3.1.73-78, 5.1.72-74

     power generator, turbine   1.2.122-128

     power generator, Wells turbine    10.2.153-159

     propagation,  ice cover, crack   1.3.212-219, 10.3.173-176

     propagation, Rayleigh, earthquake analysis    11.2.133-140

     propagation in floating broken ice   9.3.161-166

     propagation past pile-restrained floating breakwater     8.4.265-269

     radiation, numerical wave tanks: review   9.4.241-256

     radiation, 2nd-order   3.4.264-272

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

     random, see topic entry below

     Rayleigh, propagation, earthquake analysis   11.2.133-140

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

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

     refraction     9.1.39-47

     regular   9.3.226-232, 10.4.276-284, 16.3.175-182

     response analysis with attached submerged plate   13.3.190-197

     ringing, Heidrun, ULSM/UNIOM model test data   12.3.189-195

     rogue, see Waves, freak

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

     run-up, mean   3.2.101-106

     run-up, strong asymmetric wave   6.4.291-293

     run-up and jetting   8.1.51-57

scattering and damping of ice-coupled waves   18.4.263-270

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

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

     scattering from cylinder; wave run-up and response spectrum   19.3.183-188

     sea, floating platform dynamics   7.3.189-196

     seabed, movement, review   7.3.220-225

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

     2nd-order, bichromatic Stokes   9.3.175-181

     2nd-order, diffraction, 19.3-183-188

     2nd-order, long   2.1.54-60 

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

     shear, velocity evaluation, reclaimed soil, West Taiwan   10.1.73-79

     ship, wake, ice cover flexural oscillations, moving load   11.1.1-8

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

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

     short-crested, directional; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks   20.4.275-283

     short-crestedness, pipeline   3.2.115-120

     simulation, tension leg platform   2.1.18-23

     simulation of irregular, floating platform dynamics   7.3.189-196

     slamming, FPSO bow, mitigation   12.4.297-304

     solitary, evolution, shelf   3.1.1-6

     solitary, tsunami, floating island   6.3.171-176

     soliton (upstream-advancing, solitary, runaway)   7.4.262-268

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

     spilling wave, observation of coherent turbulent structure under breaking wave   19.1.15-22

     springing, tension leg platform   2.3.175-185

     stabilisation: splitter-plate wake stabilisation and low aspect ratio cylinder flow-induced vibration mitigation   20.3.190-195

     standing   9.3.182-187

     statistics, floating platform dynamics        7.3.189-196

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

     steep regular laboratory   9.3.167-174

     Stokes 5th-order        9.3.167-174

     Stokes 5th-order-like, springing and ringing, TLP        7.1.28-35

     storm action, silts, fine-grained soils, liquefaction   6.4.308-312

     strong and weak asymmetric, springing and ringing, TLP        7.1.28-35

     strong asymmetric, impacting process   6.4.291-293

     -structure interaction   12.3.196-205, 19.3.183-188

     tank, see topic entry below

     -topographic interactions, internal wave energetics on shelf break   17.1.22-29

     transformations, shallow water        9.4.257-263

     transient, experimental optimization of perforated structures   14.2.98-103

     transient, freak wave phenomenon   13.1.38-42

     transient; vertical plate vibration and generation of transient waves by wave impact; nonlinear solution   19.3.189-197

     transmission   8.4.265-269

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

     transmitted and reflected, near resonance of diffraction waves by array of plates   11.4.254-260

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

     vibration, elastic deflection, floating airport   9.1.39-47

     vibration, marine pipeline   5.2.81-90

     wake, ice cover flexural oscillations, moving load   11.1.1-8

     water, shear flow, wind-induced   5.4.273-278

     water      wavetrains   9.4.264-270

     -wall, floating pontoon breakwater   12.2.114-120

     -wave diffraction and spectral response surface method   17.4.254-258

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

     weakly and highly nonlinear waves, nonlinear response of offshore structures to high seas   19.1.1-7

     wind, numerical simulations   3.2.93-100

     wind, swell   7.4.241-245, 12.4.237-242

     wind-generated   13.2.105-111

Wave(s), breaking

     coherent turbulent structure under breaking wave   19.1.15-22

     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

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

     ice, nonstationary movement of load     9.4.293-297

     LONGTANK   4.3.200-205

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

     short-crested, laboratory measurements   5.3.212-218

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

     swash zone, hydrodynamics, turbulence characteristics   11.3.202-210

     wave particle, velocity   1.2.108-114

Wave(s) current(s)

     ALP   4.4.298-301

     -current forces   10.4.276-284

     interaction, bodies at forward speed        1.1.58-63

     interaction,  fluid-structure interaction    3.2.107-114

     interaction for waves propagating against currents   17.4.259-265

     interaction, forces, pile group   3.3.225-230

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

     runup, boundary element method   5.3.219-224, 11.1.33-41

Wave(s), diffraction

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

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

     free surface, offshore structure   6.2.104-111

     near resonance, by array of plates   11.4.254-260

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

     numerical wave tanks: review   9.4.241-256

     -radiation   1.2.146-153, 8.2.102-109

     -radiation, 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

     -response analysis with attached submerged plate   13.3.190-197

     2nd-order wave diffraction: wave run-up and response spectrum for wave scattering from a cylinder   19.3.183-188.

     theory as prediction tool for airgap beneath multicolumn gravity-based structures, wave-tank tests   16.3.175-182

     water, load, bottom velocities   4.3.169-173

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

Wave(s), drift(ing)

     damping   8.2.102-109

     damping, PC-based, analytic solution, TLP   5.4.261-269

     damping, Volterra model   1.3.235-241, 2.3.168-174

     force, large floating multiple connected   5.3.204-211

     force and moment, very large floating structure   11.3.176-183

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

     (in) waves and uniform currents   9.4.283-292

     offshore structures   3.4.273-279

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

Wave(s), energy (power)

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

     aerodynamics   4.1.68-75

     biplane axial turbine   1.2.122-128

     conversion    8.2.155-160, 8.3.222-227, 10.2.145-152, 11.1.72-76, 12.2.142-146, 13.4.316-320

     converter(s)   10.2.153-159, 12.2.147-155, 15.4.292-299, 16.4.297-304

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

     extraction devices   9.3.233-239

     focusing   6.1.47-52

     generating system   15.4.292-299, 16.4.297-304

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

     impulse turbine   3.1.73-78, 4.1.76-80

     method for absorbing   11.2.155-160

     ocean        11.1.72-76, 12.2.142-146

     oscillating water column (OWC)   3.1.66-72, 6.3.227-233, 10.4.269-275, 11.2.147-154, 18.1.27-34

     splitting theorem, development of floating body with high performance   17.1.39-46

     utilization   2.2.93-109

Wells turbine   2.3.238-240, 6.1.68-75, 11.1.72-76, 11.3.227-230, 11.4.315-320    

Wave(s), force(s)

     axisymmetric bodies       11.4.248-253

     coastal structures, horizontal plate   6.1.19-26

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

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

     fixed offshore structures   8.1.1-8

     impact force, nonlinear response of offshore structures to high seas   19.1.1-7

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

     nonlinear irregular, TLP   5.3.166-170

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

     overtopping water   9.3.182-187

     resistance in unsteady flow   10.4.249-254

     runup, MOLIKPAQ platform   4.3.183-192

     structure-fluid interaction   7.3.197-204

     submarine pipelines, trenches   3.1.35-42

     vertical circular cylinder   2.3.161-167

     vertical circular cylinder, crossing waves   8.1.74-79

Wave(s) forces, random

     coefficients        1.4.255-263

     free-surface fluctuations   6.1.41-46

     recent research   1.1.64-70

     vortex method     analysis   3.2.81-92

Wave(s), freak

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

     field and laboratory, impact   13.1.38-42, 13.4.260-265

     nonlinear response of offshore structures to high seas   19.1.1-7

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

     transient, freak wave phenomenon   13.1.38-42

Wave groups

     breaking, energetic   2.1.46-53

     focusing   6.2.131-137

     high waves, Markov Theory   12.2.105-108

     numerical simulation   3.2.93-100

     threshold of sand motion   10.2.107-111

     velocities of   10.2.91-98

Wave(s), irregular

     forces, cylinder   5.4.270-272

     horizontal cylinder, laboratory experiment   6.2.124-130

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

     loading, multidirectional   4.3.206-211

     loading, wavelet analysis of spar responses   12.1.16-24

     numerical tank        4.4.265-272

     offshore structures   7.4.301-307

     prediction of Morison-type forces, high Reynolds number   8.4.273-279

     seepage force, circular cylinder bottom   7.1.70-76

     short-crested irregular, Mega-Float Phase-II Model   13.4.254-259

     simulation of, floating platform dynamics   7.3.189-196

Wave(s), load(s)(ing)

     axysymmetric obstacles   4.3.169-173

     circular cylinder   8.2.122-129

     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

     mechanical behavior of marine clay under wave loading   20.1.72-79

     nonlinear   2.3.175-185, 9.1.48-54, 9.3.167-174

     PC-based, analytic solution, TLP   5.4.261-269

Wave(s), nonlinear

     -body interactions with fully submerged dual cylinders   14.3.210-217    

     -body interaction with fully submerged dual cylinders   14.3.210-217

     diffraction   7.3.181-188, 17.2.119-124

     floating island   6.3.171-176

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

     gravity, shelf        3.1.1-6

     hydrodynamic forces   4.3.174-182

     internal wave (NLIW) energetics on a shelf break   17.1.22-29

irregular, TLP   5.3.166-170

-jet nonlinear interaction: mathematical model development and experimental results   17.2.119-124

     maker  16.3.161-167

     model, Eulerian-Lagrangian   12.3.196-205

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

     spectral analysis   11.2.87-92, 16.3.183-194

submerged horizontal cylinder   13.1.29-37

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

     transient wavesf generation and vertical plate vibration generated by wave impact; nonlinear solution   19.3.189-197

     unsteady flows   7.4.277-284

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

     weakly   9.1.48-54

     weakly and highly nonlinear waves, nonlinear response of offshore structures to high seas   19.1.1-7

Wave(s), ocean

     crossing and oscillation intensities   10.4.255-262

     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 ocean waves on slopes   14.4.247-256

     power conversion     7.4.308-312

     power generation with Wells turbine, design method   14.3.227-232

     swell   7.4.241-245, 12.4.237-242

Wave(s), random

     buoyancy, drag and inertial, slamming forces, horizontal members   4.3.212-218

     force, coefficient, numerical simulation   1.2.115-121

     force coefficients, estimation methods   1.4.255-263

     force coefficients, numerical experiment   4.4.278-283

     Gaussian   8.4.258-264

     groups, interacting with current on slender vertical cylinder 15.1.21-27     

     multidirectional random wave propagation   9.2.81-89

     nonlinear, of finite bandwidth, statistical properties   15.1.14-20

     2nd-order theory   12.4.243-248

     spectra        4.4.257-264

     surge drift motion   2.3.168-174

Wave, tank

     experimental   9.4.241-256

     model test   3.1.66-72

     numerical, FEM model   9.4.271-275

     numerical, fully nonlinear (NWT)  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

     numerical, OSC   7.2.154-159

     numerical, review   9.4.241-256

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

     numerical; vertical plate vibration and transient wavesf generation by wave impact; nonlinear solution   19.3.189-197

     numerical, wave absorption   11.3.168-175

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

     OWC, dynamic nonlinear response   7.2.154-159

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

     tests; water wave diffraction and spectral response surface method   17.4.254-258

     viscous numerical   14.3.210-217

Wavelength, short: effects of forward speed of ship on added resistance in waves    20.3.196-203

Waveless frequency, development of floating body with high performance   17.1.39-46

Wavelet

     analysis   8.4.270-272, 12.1.16-24

     local directional analysis of ocean waves   16.2.97-103

     transform, Draupner freak wave impact force, field and laboratory   13.4.260-265

Weak

     impacting force, strong asymmetric wave   6.4.291-293

     (and) strong asymmetric wave, impact and nonimpact   7.3.161-167, 8.2.81-89

Weathering, oil, -ice interaction   5.2.127-133

Weibull

distribution function, impact pressure, LNG carrier   5.1.10-16

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

Weibull-Stokes model, distribution of maximum waves and crest heights   8.2.90-101

Weld(s)

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

     butt, hot-spot stress design curves for fatigue assessment   12.2.134-141

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

     fillet, hot-spot stress design curves for fatigue assessment   12.2.134-141

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

     metal, fracture   1.3.208-211

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

     microstructure control, thermodynamic analysis of inclusion formation   16.2.128-131

     simulation; effects of phase transformations on residual stresses in welding of stainless steels  17.2.145-151

Weldability, weldable high-strength linepipe (X120), metallurgical science and design, feature issue     14.1.2-10

Welded

     connections, K-joint tubular girders   10.1.50-56

     connections, multiplanar tubular DT joints   12.4.305-310

     joints, fatigue strength assessment, ships and FPSO units   12.1.40-47

     joints, ultrasonic peening   6.4.304-307

     hopper knuckle and radiused hopper knuckle; recommendations for design and fabrication    18.3.226-232

     structures, hot-spot stress design curves for fatigue assessment   12.2.134-141

     T-joints, fracture from fatigue cracks   11.2.125-132

Welding

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

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

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

     friction, applied positioning-controlled process of aluminum alloy   16.2.132-137

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

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

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

     friction stir welding, residual stress evaluation for weldment of structural components using instrumented indentation technique   17.4.276-279

     girth welding development for X120 linepipe, feature issue   14.1.18-28

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

     hyperbaric (underwater); root bead penetration, X70 pipeline   16.2.123-127

     hyperbaric GMAW, evaluation of welding procedures and consumables for diverless retrofit tee hot-tap applications   18.2.149-155

     hyperbaric GMAW in x65 pipeline steel   20.2.110-117

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

     molten pool oscillation in TIG arc welding   14.2.145-149

     p-version FEM, application to stress singularity field problems   13.2.133-138

     plate and seam welding technology for X120 linepipe   14.1.11-17

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

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

     residual stresses, prediction and distortion; new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage   17.4.241-253

     stainless steels, effects of phase transformations on residual stresses   17.2.145-151

Weldments, ship hull   2.2.135-140

Well systems, ultra-deep water   2.4.241-249

Wells turbine   2.3.238-240, 6.1.68-75, 7.4.308-312, 8.2.155-160, 8.3.222-227, 9.3.233-239, 10.2.145-152, 10.2.153-159, 11.1.72-76, 11.3.227-230, 11.4.315-320, 14.3.227-232

Weslefrikk semisubmersible, airgap prediction test results   12.3.184-188

Wetting and drying; well-balanced shallow flow solver for coastal simulations   20.1.41-47

White noise, nonlinear roll equation   3.1.32-34

Width, effective, post-buckling strength of double-hull structures   13.3.209-215

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

Winch control and towing strategy for underwater vehicles in sheared currents    16.3.218-227

Wind

     -generated waves   13.2.105-111

     joint distribution, northern North Sea   12.1.1-8

     simulation   2.1.18-23

     speed, air-ice drag coefficient   12.2.121-125

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

     temperature, correlation, noise, ice deformation   6.2.152-158

     tunnel, snowdrift modeling   3.1.61-65

     turbulent boundary layer   2.1.73-79, 3.1.61-65

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

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

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

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

waves, swell   12.4.237-242

Wing, ground deicing   5.1.32-36

Winter architecture, 20~30-m ice dome, field experiment   12.4.264-270

Wire

     helical wire slip; cable vibration considering interlayer Coulomb friction   15.3.229-234

     Incomel 625 wire; hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties   20.2.110-117

     indentation, cable        4.4.340-345

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

     ropes   9.2.149-157

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

     25% Cr superduplex wire   17.2.145-151

Wirsching model   10.2.131-136

Workboat, automatic position-adjustable elevator    16.3.202-209

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

 

    

X

X-joints 

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

     multiplanar   1.1.42-52, 1.3.200-207

     stiffness   1.1.42-52

     strength   1.1.42-52

     tubular        1.3.200-207

     uniplanar   1.1.42-52

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

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

X70 steel, pipelines   16.2.123-127, 16.3.233-240

X80 steel

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

friction stir welding, residual stress evaluation for weldment of structural components using instrumented indentation technique   17.4.276-279

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

X65 pipeline steel; hyperbaric gas metal arc (GMA) weld, mechanical properties   20.2.110-117

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

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Y

Yield

     ice        3.2.130-138

     locus   9.3.214-218

     stress, thick tubes   3.2.121-129

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

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Z

Zone

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

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

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

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

     swash, hydrodynamics, turbulence characteristics   11.3.202-210

     thermomechanically affected zone (TMAZ)   14.4.289-295

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