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U

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

     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

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)

     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

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

towed   2.1.38-45

towing and winch control strategy in sheared currents    16.3.218-227

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

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

     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

     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

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 simulations by testing   9.1.10-15

     usefulness of FSRVM solution        8.4.241-250

Values

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

     extreme, airgap prediction, 2^nd-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

     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

     low-tension cable, dynamics   3.3.213-218

     motion simulation   2.3.198-203

     smart seafloor mining   10.3.182-186

     towed   2.1.38-45, 10.1.19-25

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

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

     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

     potential   9.4.241-256

     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 2^nd-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    

     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

     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

     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

     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

     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

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

     vortex-excited, vertical cylinder   8.1.66-73

     vortex-induced, conductor pipes   4.3.231-233

     vortex-induced (VIV), elastically mounted cylinder   13.2.99-104

     vortex-induced (VIV), flexible cylinder   10.1.26-33

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

     vortex-induced, splitter plate   4.3.193-199

     waves   9.1.39-47

Vibrational characteristics   8.2.148-154

Viewing, laser, underwater   6.1.1-8

Viscoelastic-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

     wave-body interaction   8.1.39-45

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

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

     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 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, 2^nd-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 vibrations (VIV) amplification   16.1.33-40

     -induced vibrations (VIV), elastically mounted cylinder   13.2.99-104

     -induced vibrations (VIV), flexible cylinder   10.1.26-33

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

     -vortex-induced vibration (VIV) phenomenon   13.2.99-104

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

     -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 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

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

     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

-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; 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

     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, 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, wave transformation   9.4.257-263

     shallow flow, wave-current interaction   14.2.86-88

     shallow water jet, jet-wall interaction   17.3.213-217

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

     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

     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,  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

     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

     design   10.2.99-196

     diffraction, see topic entry

     directional, maker   4.4.273-277

     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

     extremal   10.3.161-169

     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

     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

     focusing, nonlinearities   6.2.131-137

     forces, see topic entry below

     forces, random, see topic entry below

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

     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; 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

     -iceberg load combination factor   8.1.1-8    

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

     incident, large amplitude     12.3.206-212

     -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

     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, 2^nd-order   3.4.264-272

     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

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

     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

     2^nd-order, bichromatic Stokes   9.3.175-181

     2^nd-order, long   2.1.54-60 

     2^nd-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-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

     springing, tension leg platform   2.3.175-185

     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 5^th-order        9.3.167-174

     Stokes 5^th-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

     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

     transmission   8.4.265-269

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