@

P

Panel, stiffened, ultimate strength, ship, biaxial and lateral loading   7.1.22-27

Panel-free method (PFM)

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

     for wave-body interaction analysis, validation studies   19.4.295-299

Panel method(s)

forward-speed seakeeping calculations in frequency domain   15.3.189-197

numerical and experimental transient tests for ship seakeeping   11.3.184-190

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

Panel sensors, 2-D, ice-load indentation test   11.3.161-167, 12.3.171-177

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

Parabolic approximation, VLFS of arbitrary geometry        13.3.198-204

Parameter-dependent weight, function, and LPV control   13.1.52-59

Parameter-varying linear (LPV) control, techniques for underwater vehicle   13.1.52-59

Parameter(s)

     elastic and shear strength; drained triaxial behavior of sand compaction pile (SCP)-reinforced composite ground with low area replacement ratio   17.2.152-158

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

nondimensional, waterjet nodule lifter, manganese nodule collector   11.3.237-239

Parametric

     oscillation, roll motions   8.4.251-257, 9.2.90-96

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

     study, cylindrical diaphragm wall movement during deep excavation   13.4.285-292

Parametric excitation

     heave-roll motion   3.1.26-31

     rolling ship   4.2.105-111

     ship roll, 1/f noise   5.3.225-229

Paris Equation, constants   9.1.68-72

Particle

     kinematics, nonlinear irregular waves, TLP   5.3.166-170

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

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

     Smoothed Particle Hydrodynamics (SPH); simulation of liquid sloshing in model LNG tank   19.4.286-294

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

     velocities, wave loading   4.3.206-211

Particle Image Velocimetry (PIV)

     jet-wall interaction in shallow waters   17.3.213-217

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

     observation of coherent turbulent structure under breaking wave   19.1.15-22

ship model wake analysis   11.4.261-266    

Passenger

comfort, evaluation method   11.2.106-112

     ship engine room: fire-risk modeling of machinery space   16.1.48-56

Path

     continuous path system   17.3.218-224

     optimal acoustic search path planning for sonar system based on genetic algorithm   17.3.218-224

Patrol, algorithm, biomimetic robot fish research   15.1.1-6

Pattern

     fractal, sea-ice cover   13.2.128-132

     wave   10.1.10-18

Pavement, concrete, airplane collision   11.2.118-124

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

Pectoral, mechanical fin   15.3.161-167

Peening, ultrasonic, welded joints   6.4.304-307

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

Penetration

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

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

     skirt, caisson foundation   4.3.223-230

Penetrometers, bearing strength estimates   13.1.73-78

Performance

index, higher-order   9.2.141-148

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

Period, return, sloshing, LNG carrier   5.1.10-16

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

Permafrost, gas hydrates, global warming   4.2.162-166

Permeable (and nonpermeable)

     seabed, water wave diffraction   4.3.169-173

     structure, simulation of wave transformation   14.2.89-97

Permeability

     marine clay, lime, diffusion   6.3.234-239

     marine soil deposits?f geotechnical characteristics   12.2.81-88

methane hydrate, laboratory-scale 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; estimation of permeability in methane hydrate reservoir: Part 3   19.2.124-134

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

Perturbation

     multiple, method   2.1.54-60

     offshore structure   2.1.7-12

     renormalization, stochastic process, slow drift motion   6.2.112-123

PFM, see Panel-free method

Phase

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

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

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

     transformation of steel, improved inherent strain analysis for plate bending by line heating   17.2.139-144

Phase-II Model, Mega-Float R&D project, hydroelastic responses in waves   13.4.254-259

Phenomenon(a)

     air-sea interaction        2.4.237-242

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

     jump, flexible cylinder in water   10.1.26-33

     sea surface   7.4.241-245, 12.4.237-242

Physical properties of oil   5.2.127-133

Physical-mechanical characteristics, sea ice   1.1.53-57

Pico Island, Azores European Pilot plant   11.2.147-154

Pier(s)

     bridges, ship collision   10.3.217-221

     light   2.1.67-72

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

Pigging, commissioning 8000 Km of subsea pipelines, Statoil   16.1.41-47

Piggyback risers, vertical cylinders in regular waves        12.4.249-255

Pile(s)

     bored and driven, in cohesionless soil   13.3.161-167

     cap flexibility, influence on cap-pile-oil system   18.1.65-72

     compaction, methods, filling materials applicability   13.1.66-72

     composite ground reinforced by sand compaction piles (SCP)  17.3.233-239

     computer, models, design   6.2.91-95

     embedded, frozen soil, creep damage   6.2.96-103

     field response, test   3.2.156-160

     foundations   2.2.114-122, 9.3.226-232, 16.1.65-72

     girth welds, recent advances in curved wide plate testing and implications for strain-based design  18.3.161-70

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

     group, wave forces        3.3.225-230

     groups, global and local scour   15.3.204-209

     horizontal resistance   12.1.56-63

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

     metal, sand   2.3.234-237

     open-ended pipe, compressive capacity   10.3.229-235

     precast concrete   9.3.226-232

     rotational movement   12.1.56-63

     sand compaction pile (SCP), fill-material applicability   13.1.66-72

     skin friction, clay   7.1.77-80

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

     steel, remolded clay   5.3.235-239

     suction, horizontally loaded   10.3.222-228

     suction, horizontal loading capacity   12.1.56-63

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

     suction, soil friction transition during installation     12.4.311-315

     vertical, uplift capacity, clay     3.3.231-235

Pipe(s)

     bend, deformation capacity   5.4.294-307

     boundary conditions, coupled axial-torsional bending, elastic joints   6.3.203-211

     collapse testing on short linepipe for deepwater applications    17.4.309-316

     conductor, lock-in   4.3.231-233

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

     deep ocean   2.4.289-296

     dissimilar        8.2.144-147

     double-wall, mechanical properties   4.2.142-150

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

     hollow degree in   8.2.144-147

     metallic, collapse capacity of corroded pipes   11.1.55-63

     open-ended, pile, compressive capacity   10.3.229-235

     S25C carbon steel   8.2.144-147

     thick, collapse   4.4.312-319

     trenches, wave forces   3.1.35-42

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

     vertical, deep-ocean mining, elastic joints   6.3.203-211

Pipe string, longitudinal vibration

     control, buffer, mining cobalt crust   2.4.309-317

     pumps, buffers, mining manganese nodules   4.1.62-67

     shapes of buffers   1.2.154-160

     vertical, longitudinal damping, optimum shape of buffers   7.2.104-110

Pipelaying

      pipeline stress, dynamics, stinger   6.3.212-218

     simulation model for offshore operations   8.3.213-221

Pipeline(s)

     bend, deformation capacity   5.4.294-307

     buckle propagation and fracture   9.1.30-38

     buried, earthquake analysis   11.2.133-140

     carbon dioxide corrosion, inspection and replacement planning   10.2.123-130

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

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

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

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

     free-span, nonlinear coupled responses, impact loads   6.1.53-61

     gas, frost heave   3.1.56-60

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

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

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

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

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

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

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

     interaction, anchor-pipeline, investigation of centrifuge   17.1.67-73

     marine, vibration   5.2.81-90

     offshore   10.1.57-63

     offshore, untrenched, on calcareous sand   12.1.74-80

     scour   1.3.189-194, 2.1.13-17, 10.3.195-199

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

     short-crestedness, wave   3.2.115-120

     -soil interaction, seabed characterization and models   17.3.193-204

     soil-structure interaction   9.1.22-29

     spanning   2.1.24-31

     spans, soil mechanics   4.1.30-35

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

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

     stress, pipelaying, stinger   6.3.212-218

     submarine, geometric nonlinear modeling   8.4.292-302

     submarine, hydrodynamic forces        8.2.122-129

     submarine, Langeled: pipe capacity vs. wall thickness selection   18.3.188-195

     submarine, trenches, wave forces     3.1.35-42

     subsea, imperfect thermally buckled   8.4.283-291          

     subsea pipelines, commissioning 8000 Km, Statoil  16.1.41-47

     subsea pipelines, X70   16.2.123-127, 16.3.233-240

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

     thermal buckling, Asgard Transport System   12.4.271-279

     thermal conductivity of deepwater offshore sediments   14.4.310-314

     thermomechanically controlled processing (TMCP), modeling of anisotropy   288-293    

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

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

     UOE line pipe, modeling of anisotropy 17.4.288-293

     upheaval capacity in jetted clay backfill   12.4.280-287

     wrinkled energy pipelines subjected to cyclic deformations, prediction of fracture   17.3.205-212

     wrinkled X52 pipeline, failure when subjected to monotonic bending deformation and internal pressure   18.1.50-55

PIV, see Particle Image Velocimetry  

Pivot point, application of   9.1.68-72

Planar oscillatory flow, vortex-excited vibration, circular cylinder   13.4.266-273

Plant, floating OTEC, potential, viscous drift   3.3.236-239

Plastic

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

     deformation, ring stiffened cylinders   1.2.137-145

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

     deformations of ship structures   10.4.285-291

     design, pipe, pipeline, bend   5.4.294-307

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

     hinge, nonlinear dynamic analysis   1.3.220-227

     hinge, plastic collapse of grillages or grids under point load   11.4.310-314

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

     node method, nonlinear dynamic analysis   1.3.220-227

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

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

Plasticity

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

     formulation, upper-bound, lateral undrained resistance of suction caisson anchors   11.3.211-219

index, marine clay   12.2.81-88

index, soft clay   1.3.195-199

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

     model, untrenched offshore pipelines on calcareous sand   12.1.74-80

Plate(s)

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

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

     anchor, soft clay   5.3.230-234

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

     baffle, waterjet nodule lifter, manganese nodule collector   11.3.237-239

     circular elastic, linear wave   14.2.81-85

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

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

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

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

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

     floating, propagation of flexural waves at interface   12.3.163-170

     horizontal, wave forces   6.1.19-26

     horizontal porous plate and slightly inclined solid plate   19.1.42-45

     impact loading        9.1.10-15

     interaction, fluid-structure   4.1.6-10

     sandwich, rectangular   8.2.148-154    

     splitter, numerical simulation   4.3.193-199

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

     stiffened, collapse analysis, new simplified model   12.2.126-133

     stiffened, ultimate strength   7.4.285-292

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

     thick, flexible body, ocean waves   5.3.198-203

     thickness, effect of ice-plate  16.1.1-4

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

     uplift capacity, suction caissons   12.2.89-97

     viscoelastic ice, mathematical modeling of shock loading   16.1.1-4

Platform(s)

     articulated leg   9.2.141-148

     barge-mounted   9.4.283-292

     cable, bending damping        3.3.189-196

     caisson platform in shallow water, ice model tests   17.4.270-275

     deepwater, environmental contours and extreme response   9.3.188-194

     floating, dynamics, simulation of irregular waves        7.3.189-196

     jacket, drilling derrick, structural dynamics        6.3.184-194

     jacket, earthquake response   1.3.220-227

     jack-up, inundation effect of wave forces   11.2.87-92

     ocean, wave-induced motion   1.2.146-153

     offshore, concrete creep analysis   7.3.168-173

     offshore, floating, mobile drilling units   8.2.115-121

     offshore, tubular joints   2.2.141-146

     semisubmersible, dynamic positioning control   10.3.187-194, 11.4.267-272

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

     Spar, Mathieu-type instability in regular waves    15.2.104-108

     Spar, slender-body approximations of hydrodynamic forces   14.2.104-109    

     Spar, wavelet analysis of transient response   8.4.270-272

     tethered, buoyant, corrosion fatigue, fractography   4.3.234-240

     tethered Spar, nonlinear coupled responses   7.2.111-118

Platform(s), tension leg (TLP)

     drift forces, mean wave runup   3.2.101-106

     hydrodynamics, review   3.4.241-249

     model testing, wind, wave, current simulation   2.1.18-23, 2.2.87-92

     reliability of tendons        2.4.281-288

     2^nd-order diffraction force   2.3.175-185

Plots, contour, joint distribution of wind and waves, northern North Sea   12.1.1-8

Plow, towed seafloor   9.2.112-116,     10.4.311-315

Plug, soil, seaquake degradation   10.3.229-235

Plunging waves, cylinder, impact pressures   1.2.94-100,     4.1.23-29

Poisson process, nonsimultaneous ice crushing   6.2.138-143

Polar climates, thermal engineering of   7.2.127-134, 7.3.226-232

Polyester

     mooring cables   9.3.208-213

     mooring ropes, quantifying residual creep life   15.3.223-228

     ropes, heating   7.1.63-69

Polynomial expansion, stress, response, offshore structures   1.1.71-76

Pontoon

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

     floating, breakwater, with wave-wall   12.2.114-120

     submerged, viscous damping   5.4.241-250

Pop-in, weld metal   1.3.208-211

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

Pore pressure, as part of wave-induced seabed response   9.4.307-313

Pore pressure, excess, energy-based evaluation using damage potential   18.1.56-64

Pore pressure generation, sand liquefactionfs influence on self-burial of pipe subject to wave action   15.4.304-311

Pore water   9.3.226-232

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

Pore water pressure, Great Hanshin Earthquake, Kobe Port   10.1.64-72

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

Porous body model, porous media and water wave interaction   12.3.196-205

Porous fences   8.3.222-227

Porous flow

     numerical, nonlinear wave model   12.3.196-205

     simulation of wave transformation in vertical permeable structure   14.2.89-97

     vertical breakwater   11.3.194-201

Porous media, ultrasonic effects on water flow,  16.2.146-152

Port(s)

     entrance, planning, ship motions and operation, new observation system   13.2.112-119

     entrance channel operation and design   8.3.200-206

     freezing in winter, numerical calculation model   15.3.215-222

     U.S., groundings of commercial vessels   9.1.16-21

Positioning

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

     differential global system, ice gouge measurement strategy   12.1.34-39

     dynamic control, semisubmersible platform   10.3.187-194

     dynamic system using gain scheduled controller   11.4.267-272

     global, floating OTEC plant   3.3.236-239

Post-buckling

     inplane rigidity   7.4.285-292

     strength of ship double-hull structures   13.3.209-215

Post-panamax container ships; effect of bow flare shape on water impact pressure   16.2.112-117

Post-wrinkling behavior, prediction of fracture in wrinkled energy pipelines subjected to cyclic deformations   17.3.205-212

Post-yield stability, icebreaker testing and analysis   10.1.34-40

Potential

     acceleration   8.4.251-257

     corrosion testing   5.2.147-152

     (for) deformation, silts, earthquake   6.4.308-312

     direct current drop (DCPD), DCB specimen, crack length measurement, stress   5.2.147-152

     drift, floating OTEC plant   3.3.236-239

     flow, free surface   9.4.264-270

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

     flow, numerical wave tank   11.3.168-175

     flow, wave basins        5.1.1-9

     flows, comparison of classical and weakly-singular representations   15.4.241-248

     nonlinear acceleration        9.4.241-256

     theory, hydroelasticity, VLFS   1.4.307-316, 16.3.168-174

     theory, linear, VLFS   13.3.190-197

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

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

     velocity   9.4.241-256

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

Power

     conversion from waves   7.4.308-312, 12.2.142-146, 13.4.316-320

     generation system, wave, with Wells turbine   14.3.227-232

     generation, tidal   8.4.318-320, 11.1.77-79

     generator, wave        3.1.73-78, 4.1.76-80, 5.1.72-74, 10.2.153-159, 15.4.292-299

     overhead line, extreme loads   10.3.177-181

     wave, impulse turbine   6.1.76-80

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

Power spectrum   1.2.108-114

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

Precursors, flexural, ice, ship wave wake   7.1.1-12

Prediction(s)

     anchor trajectory during drag embedment in soft clay   18.4.314-319

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

     Morison-type forces in irregular waves at high Reynolds number   8.4.273-279

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

     response, TLP in cyclonic conditions        8.1.58-65

     ship sinkage and trim, practical method   18.4.288-291

Prefabricated horizontal drains, discharge capacity   13.2.147-153

Pre-strain: fracture assessment procedure for structural components under cyclic and dynamic loading   18.3.196-203

Pressure(s)

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

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

     burst, double-wall pipe   4.2.142-150

     chamber test, earthquake and seaquake   10.3.229-235

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

     confining, cylindrical diaphragm wall movement during deep excavation   13.4.285-292

     confining, discharge capacity of prefabricated horizontal drains   13.2.147-153

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

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

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

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

     hydrodynamic, ice and earthquake loads on structure in Okhotsk Sea   11.4.298-303

     hydrostatic on spherical shell   1.4.284-292

     impact, slamming, on VLFS   12.1.9-15

     impact, sloshing, LNG carrier        5.1.10-16

     impact, waves on cylinder   1.2.94-100, 4.1.23-29

     indentation, ice sheet   5.4.279-284

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

     loading, elliptic cylinders   2.4.267-280

     low, high altitude, DC flashover process on ice surface   11.4.304-309

     nonsimultaneous ice crushing   6.2.138-143

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

     pack ice   8.1.16-21

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

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

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

     pore water   9.3.226-232

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

pore water pressure, Great Hanshin Earthquake, Kobe Port   10.1.64-72

     simulation of liquid sloshing in model LNG tank using smoothed particle hydrodynamics   19.4.286-294

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

     water impact, effect of bow flare shape   16.2.112-117

     wave impact pressure calculations by improved SPH methods   19.4.300-307

Prism, square, flow-induced instability        6.3.161-170

Probability(ies)

     application of fuzzy sets theory   12.4.288-296

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

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

     exceedance of absolute maximum, absolute minimum   13.2.105-111

     failure rate, ship hull        2.2.135-140

     joint probabilistic model   12.1.1-8

Problems

     crack, stress singularity field problems   13.2.133-138

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

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

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

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

     thermal, computer simulation   7.2.127-134, 7.3.226-232

Process

     consolidation, geotextile tube with fine-grained materials   14.2.150-158

     flooding   8.3.192-199

     freezing, 3-D icing modeling   5.1.37-42

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

     impacting, strong asymmetric wave   6.4.291-293

     wetting and drying, simplified moving boundary treatment in Marine Environmental Committee (MEC) model   14.4.241-246

Processing, image

     automatic position-adjustable elevator for workboat      16.3.202-209

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

Production

     iceberg   4.1.48-52

     systems, ultra-deep water   2.4.241-249

Profiler, energy-conserving oceanographic (ICYCLER)   14.3.176-181

Programming, nonlinear, location, L-shaped structures   4.4.292-297

Project planning/control   8.3.213-221

Prony method, exponential fitting   11.3.168-175

Propeller

     flow field, ship model wake analysis by PIV   11.4.261-266

     wake, ship model wake analysis by PIV   11.4.261-266

Propagation

     buckle, and fracture in pipelines   9.1.30-38

     fatigue crack        9.1.68-72

     multidirectional random wave propagation   9.2.81.89

     shear fracture in natural gas transmission pipelines, high-performance high-technology feature issue   4.1.60-68

     surface waves of finite amplitude in floating broken ice   9.3.161-166

     wave, ice cover   1.3.212-219

     wave, ice-sheet crack   10.3.173-176

     wave, Rayleigh, earthquake analysis   11.2.133-140

Properties

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

     geotechnical   9.3.219-225

     mechanical, double-wall pipe   4.2.142-150

     mechanical, soil   9.2.105-111

     sea ice   1.1.53-57

Propulsion, MHD        3.4.250-257, 5.2.91-97

Protection, rock, centrifuge modeling of anchor-pipeline interaction   17.1.67-73

Protective device, ship collision   10.3.217-221

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

Pseudospectral collocation methods, towing and winch control strategy for underwater vehicles in sheared  

     currents    16.3.218-227

Pulsating submerged sphere of variable radius with swinging moored tension line, wave energy absorption

     15.1.40-45

Pulse Shielding Gas (PSG), molten pool oscillation in TIG arc welding   14.2.145-149

Pulsed illumination, underwater, laser, viewing   6.1.1-8

Pump module, absorber, buffer, longitudinal vibration of pipe string   2.4.309-317, 4.1.62-67

Q

Quadratic

     frequency response   1.3.235-241, 2.3.168-174

     (and) linear transfer function   13.4.260-265, 17.2.81-88

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

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

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

Quadrature, Gaussian

     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

Quadrature matrix   10.1.57-63

QALE-FEM, see Method(s)

Quality, water, deterioration, lack of circulation   11.3.194-201

Quasi-static test, ship-ship collision   11.2.113-117

Quay

     influence of neighboring boundaries   9.4.283-292

     -wall clearance, berthing operations   10.2.112-122

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

R

Radiation

     damping, vertical and horizontal square cylinder   5.3.180-187

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

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

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

     wave   1.2.146-153

     wave response analysis with attached submerged plate   13.3.190-197

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

Rain

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

     freezing, wet ice accretions on transmission lines        11.1.16-22

Rainflow cycles, analysis of ocean waves   10.4.255-262

Rainstorm, freezing, extreme loads on power line   10.3.177-181

Raking, bottom, grounding, ship dynamics, crashworthiness   6.3.195-202

Random

     forces on slender vertical cylinder, produced by high sea waves interacting with current   15.1.21-27

     Gaussian waves   8.4.258-264

     hydrodynamic forces   1.3.242-245

     response, offshore structure   2.1.7-12

     seas, multi-peaked   9.3.188-194

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

Random wave(s)

     direct spectral fatigue analysis method for offshore structures        9.2.134-140

     force coefficients, numerical experiment   1.2.115-121, 1.4.255-263, 4.4.278-283

     free-surface fluctuations   6.1.41-46

     horizontal members   4.3.212-218

     nonlinear analysis   4.4.257-264

     of finite bandwidth, statistical properties   15.1.14-20

     Spar platform   6.1.27-34

     surge drift motion   2.3.168-174

Range gate camera, underwater, laser, viewing   6.1.1-8

Rankine cycle   9.2.158-159

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

RANS (Reynolds-Averaged Navier-Stokes)

     code validation   10.1.10-18

method   7.4.277-284

     simulation   8.3.182-191

RANSe (Reynolds Averaged Navier-Stokes equations), liquid sloshing   6.4.278-282, 6.4.283-290

RANSe-based simulations, confined water effects on manoeuvring capabilities of self-propelled submarine   17.2.89-96

Rate

     atmospheric icing, device   5.1.43-50

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

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

     of strain, loading, fracture study of ice   14.3.182-188

     of strain, plate anchor   5.3.230-234

Ratio

     aspect   10.4.276-284

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

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

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

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

     low mass ratio, vortex-induced vibrations (VIV) super-upper response branch boundaries   18.2.99-105

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

     waterdepth-to-draft   10.2.112-122

Ray theory, wave drift force and moment acting on VLFS of arbitrary geometry   13.3.198-204

Rayleigh wave propagation, earthquake analysis   11.2.133-140

RC, see Reinforced concrete

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

Reclaimed, reclamation

     land, offshore, field instrumentation assessment   14.4.315-320

     lands, Kobe Port, Great Hanshin Earthquake, 1995   10.1.64-72

     soil, West Taiwan   10.1.73-79

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

Recurrence, ice event, Québec   11.1.9-15

Reduction, drag

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

     D-section structural member   5.3.161-165

     square prism        6.3.161-170

Redundancy in underwater vehicle-manipulator systems   19.2.115-123

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

Reflection

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

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

     (and) transmission, ice floe   3.4.322-327

     (and) transmission, linear waves, vertical elastic sheet   5.2.105-110

     (and) transmission, nonlinear wave, submerged horizontal cylinder   13.1.29-37

     wave, wave basins   5.1.1-9

     wave energy focusing   6.1.47-52

Regimes, vortex, vibrating cylinder, oscillating flow   7.2.94-103

Regression analysis, gusset-plate/CHS tube joint   10.4.292-300

Regression approximation   8.4.258-264

Reinforced concrete offshore structures under extreme wave loading   16.2.138-145

Reliability

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

     -based inspection and replacement, pipelines   10.2.123-130

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

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

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

     computer, simulation, models        6.2.91-95

     estimates, sensitivity        9.3.188-194

     fatigue, damage accumulation   10.2.131-136

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

     fatigue, mooring chains   7.2.135-140

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

     risk-based underwater inspection planning methodology   11.1.64-71

Remolded clay

     steel pile   5.3.235-239

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

Renormalization, perturbation, stochastic process, slow drift motion   6.2.112-123

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

Replacement

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

reliability-based, pipelines   10.2.123-130

Research

     deep-sea, France, technology, AUV, ROV   6.4.268-274

     random wave forces, recent   1.1.64-70

Residual

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

     creep life of polyester mooring ropes   15.3.223-228

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

     strength, double-hull tanker, grounding damage   5.4.285-293, 7.2.141-145

     stress, development of girth weld flaw assessment procedures for pipelines subjected to plastic straining   18.3.183-187

     stress evaluation for weldment of structural components using instrumented indentation technique   17.4.276-279

     stress, thick tubes, collapse   3.2.121-129

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

Resistance

     blast, SDOF, topside structures   7.3.212-219

     bottom, vertical uplift capacity of suction caissons   12.2.89-97

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

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

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

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

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

     ship, test   10.1.10-18

     horizontal, suction pile   12.1.56-63

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

Resolution, grid, effects on simulation of semidiurnal internal tides   17.2.105-111

Resonance

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

     ice cover, nonstationary movement of load   9.4.293-297

     ice cover, wave propagation        1.3.212-219

     near, diffraction waves by array of plates   11.4.254-260

     vortex, nutation damper        7.3.174-180

Resonant forcing, moving disturbance   7.4.262-268

Resource(s)

     deep-ocean, technology, new directions   6.4.241-243

     potential reserve, cobalt-rich crusts   3.4.258-263

Response(s)

     coupled, slowly varying, bichromatic, random waves, spar platform   6.1.27-43

     coupled axial, bending and torsional, vertical pipe, elastic joints   6.3.203-211

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

     dynamic field, pile   3.2.156-160

     dynamic, fluid-structure interaction   7.3.197-204

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

     dynamic, offshore jacket structure        5.1.58-66

     earthquake, jacket platform   1.3.220-227

     elastic, Mega-Float Phase-II model in waves   13.4.254-259

     function, quadratic frequency   2.3.168-174

     hydroelastic, cylindrical shell structures, earthquakes in ice-covered seas   13.1.4-11

     hydroelastic, mega-float structure, stress analysis   12.1.48-55

     hydroelastic, VLFS   10.1.81-90

     motion   9.4.283-292

     nonlinear, see topic entry below

     prediction, TLP in cyclonic conditions   8.1.58-65

     random, offshore structure   2.1.7-12

     ringing   9.4.276-282

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

     seabed response, wave-induced, effects of inertia forces   9.4.307-313

     static and dynamic, vertical pipe, elastic joints, deep-ocean mining   6.3.203-211

     statistics, time variant damping   3.4.273-279

     steady-state, cables   3.3.172-175

     stochastic, VLFS   1.4.307-316

     stochastic linearization, ALP   4.4.298-301

     stress, offshore structures   1.1.71-85

     structural, ice   2.3.204-211

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

     TLP, cyclonic conditions        8.1.58-65

     TLP, nonlinear irregular waves   5.3.166-170

     TLP, ocean waves   1.2.87-93

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

     vortex-induced vibrations (VIV) super-upper response branch boundaries   18.2.99-105

Response(s), nonlinear

     articulated tower   2.1.61-66

     coupled, free-span pipeline   6.1.53-61

     coupled, tethered spar platform   7.2.111-118

     dynamic, OWC   7.2.154-159

     of offshore structures to high seas   19.1.1-7

Retrofit, seismic rehabilitation of coastal dikes by sheet-pile enclosures   13.3.175-181

Return period

     sloshing, LNG carrier   5.1.10-16

     specified   10.2.99-106

Reversible flow, Darrieus-type turbine   8.4.318-320

Reynolds number, high   8.4.273-279

Rice, formula   10.2.91-98

Rigid

     connector, large floating multiple connected structure, dynamic interaction    5.3.204-211

     vertical columns, free surface fluctuations   6.1.41-46

Rigid-plastic approximations, pipeline plastic deformation   9.1.30-38

Rigidity, post-buckling inplane   7.4.285-292

Rime fog, iced-insulators   4.2.112-118

Ring(ing)

     Heidrun ringing wave, ULSM/UIOM test data   12.3.189-195

     impacting process, strong asymmetric wave   6.4.291-293

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

     load, strong and weak asymmetric wave        7.3.161-167

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

     nonlinear irregular waves, TLP   5.3.166-170

     response of vertical cylinder in breaking wave groups   9.4.276-282

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

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

     stiffened cylinders   1.2.137-145

     stiffeners, tubular joints, life   4.3.241-247

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

Rise and fall time, strong and weak asymmetric wave   7.3.161-167

Riser(s)

     armoured, response to wave and ice actions, and ice-block impacts   15.4.282-291

     cable, thruster control, vibration damping   6.4.294-297

     catenary   7.4.293-300, 8.4.303-310

     dynamic, analysis        3.4.299-305

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

     flexible, damage detection using statistical pattern recognition techniques   18.1.35-42

     flexible, dynamics, validation by forced oscillation experiments   14.2.110-117

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

     interference and VIV amplification in tandem configuration   16.1.33-40    

     marine   12.1.31-33

     oil extraction, numerical simulation of flow, vortex-induced vibration   13.2.99-104

     piggyback risers, vertical cylinders in regular waves   12.4.249-255

     reliability of   9.3.188-194

Risk

     assessment, application of fuzzy sets theory  12.4.288-296

     assessment, groundings of commercial vessels   9.1.16-21

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

     iceberg collision   4.1.48-52

     mitigation, wave slamming of FPSO bow   12.4.297-304

     operational, criteria, safe navigation speeds in ice   10.4.285-291

     simulation, computer, pile, models   6.2.91-95

Risk-based methodology         

     entrance channel operation and design   8.3.200-206

     inspection planning, 14 steel jacket structures   11.1.64-71

River ice, dynamics   3.4.328-332

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

Robot

     biomimetic fish, research on patrol algorithm   15.1.1-6

     underwater manipulator, iterative learning control   13.2.120-127

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

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

Rock protection, centrifuge modeling of anchor-pipeline interaction   17.1.67-73

Rogue waves, see Waves, freak

Roll(ing), ship

     damping        10.4.241-248, 13.4.241-248

     damping coefficient, 2-D cylinders   13.3.205-208

     instability     4.2.105-111

     liquid sloshing, experimental validation   6.4.278-282, 6.4.283-290

     parametric excitation, 1/f noise        5.3.225-229

Roll motion(s)

     roll ROA   13.4.241-248

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

     Ro-Ro ship with list   10.4.316-320

     study of   9.2.90-96

     time-domain simulation, large-amplitude ship roll   12.3.206-212

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

Root bead penetration in hyperbaric GTAW of X70 pipeline   16.2.123-127

Ropes

     polyester, heating   7.1.63-69

     polyester mooring, quantifying residual creep life   15.3.223-228

     wire   9.2.149-157

Ro-Ro passenger ship Estonia, 1994 disaster in Baltic Sea   15.2.109-116

Ro-Ro passenger ships, vessels    8.3.192-199, 10.4.316-320, 15.2.109-116

Rotational movement, suction piles   12.1.56-63

Rotor blade sweep, Wells turbine   9.3.233-239

Roughness effect

     ice surface, air-ice drag coefficient   12.2.121-125

     ice-sheet leading edge   8.3.161-166

     oscillating cylinder   5.3.188-197

Route surveys, penetrometer tip geometry, bearing strength estimates   13.1.73-78

ROV (remotely operated vehicles)

     deep-sea, submarine cable   6.4.262-266

     France, deep-sea research, technology, sensors, AUV   6.4.268-274

     maneuvering     6.3.177-183

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

     tether, low-tension, lumped mass model        11.4.282-289

     tether, low-tension, torsional mechanics in dynamics simulation   14.3.218-226

Runners, tandem, tidal current power generation system   11.1.77-79

Run-up

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

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

wave, boundary element method   5.3.219-224

     wave and jetting   8.1.51-57

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

Russia

      geological survey operations, submersibles   6.4.275-277

     West Siberian Basin gas production, gas hydrates   8.1.22-29

RVM (Random Vortex Method), computational fluid dynamics   3.2.81-92

S

Safety

     fire safety design, oil pool fires in engine room   15.1.46.53

     offshore structures    9.1.55-61

     ship flooding   8.4.280-282

Sakhalin Island oilfields, prediction of oil-ice sandwich formation   14.3.169-175

Sampling, importance    9.4.298-306

Sand(s)

     bed, cylinder (horizontal)   2.4.262-266

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

     calcareous, electrochemical cementation for offshore foundations   15.1.71-79

     calcareous, electrokinetic cementation for offshore foundations   18.1.73-80

     calcareous, vertical load-displacement response of untrenched offshore pipelines   12.1.74-80

     cemented sand, fracture and size effects   17.4.294-300

     compaction pile (SCP), effect on settlement reduction in soft ground   15.3.235-240

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

     compaction pile (SCP), suitability of fill materials   13.1.66-72

     composite ground reinforced by sand compaction piles (SCP)   17.3.233-239

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

     dense and loose   15.4.304-311

     lateral load performance of piles in cohesionless soil   13.3.161-167

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

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

     pile formation and design, flow chart   13.1.66-72

     saturated, bearing capacity of suction bucket foundation   15.4.300-303

     seabed   11.4.241-247

     shallow, footing, failure-envelope   6.1.62-67

Sandwich

     aluminum honeycomb sandwich plate, rectangular sandwich plate        8.2.148-154

     oil-ice   14.3.169-175

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

SBD, see Strain-based design

Scaling laws

     influence of DR between liquid and gas on sloshing model test results   19.4.71-279

     LNG sloshing: characteristics and scaling laws   19.4.264-270

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

Scattering, wave(s)

     and damping of ice-coupled waves   18.4.263-270

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

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

SCFs (Stress Concentration Factors) and fatigue design, multiplanar tubular DT joints   12.4.305-310

Scour

     constitutive equation for fluid-particle flow simulation   16.1.18-24

global, at pile groups   15.3.204-209

local, at pile groups   15.3.204-209

pipeline(s)   1.3.189-194, 2.1.13-17, 10.3.195-199

SCP, see Sand compaction pile

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

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

Sea caches, submerged and floating, nonlinear free-surface flows   11.3.191-193

Sea, deep

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

     drilling, observatory, submarine earthquake   6.4.262-267

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

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

Sea freezing in fishing port in winter, numerical calculation model   15.3.215-222

Sea, harbors facing open    15.2.117-124

Sea ice

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

     characteristics   1.1.53-57

     cover, hierarchic and fractal properties        13.2.128-132

     drifting, with corrugated underside   10.1.41-49

     dynamics   8.1.9-15

     equation for level ice sheet   12.3.171-177

     field indentation test, JOIA project, Lake Notoro, Hokkaido   11.3.161-167

     floes, fractal properties   13.1.1-3, 79

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

     gouge measurement strategy   12.1.34-39

     ice-load equation for level ice sheet   12.3.171-177

     indentation test, JOIA project, Lake Notoro, Hokkaido   11.3.161-167

     inhomogeneous     14.3.161-168

     scattering and damping of ice-coupled waves   18.4.263-270

     seasonal variations        1.1.53-57

synergies between VLFS hydroelasticity and sea ice research   18.4.241-253

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

Sea level, see Airgap

Sea severity, nonlinear response of offshore structures to high seas   19.1.1-7

Sea state

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

     random waves, sand bottom   10.2.107-111

     sloshing, LNG carrier   5.1.10-16

Sea trials, advanced technologies for cruising AUV Urashima   18.2.81-90

Sea wall, dynamic interaction with nonlinear waves   8.1.30-38

Sea waves, floating platform dynamics   7.3.189-196

Seabed

     characterization and models for pipeline-soil interaction  17.3.193-204

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

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

     movement, instability, earthquake, wave, review   7.3.220-225

     penetrometer tip geometry, bearing strength estimates        13.1.73-78

     permeable and nonpermeable, water wave diffraction   4.3.169-173

     response, wave-induced, effect of inertia forces   9.4.307-313

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

     sand, dynamic interaction   8.1.30-38

     sandy   11.4.241-247

     tunnel, cement clinker stabilization, liquefaction, earthquake   7.3.233-237

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

Seafloor

     cohesive, mooring line analysis   11.2.141-146

     equipment, deep-ocean mining   4.4.320-330

     towed plow   9.2.112-116

     towed undersea cable plow   10.4.310-315

     smart mining vehicle   10.3.182-186

Seakeeping

     forward-speed calculations in frequency domain   15.3.189-197

ship, in time domain, potential flow model   11.3.184-190

Sealine, freespan   1.3.183-188

SeaMotor (ICYCLER self-contained drive transmission)   14.3.176-181

Seamounts, cobalt-rich crusts   3.4.258-263

Seaquake, response of open-ended piles in sand   10.3.229-235

Seas, high, nonlinear response of offshore structures   19.1.1-7

Seasickness, evaluation method   11.2.106-112

Seasonal variations, sea ice   1.1.53-57

Seawater electrolysis, MHD   3.4.250-257, 5.2.91-97

2^nd spatial derivatives, wave load, compliant TLP   5.2.111-119

2^nd-order

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

     approximation   9.2.81-89

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

     diffraction and Stokes theory, airgap prediction   12.3.184-188

     diffraction force   2.3.175-185

     diffraction theory   12.4.243-248, 16.3.175-182

     diffraction/radiation hydrodynamics program   11.1.42-54

     excitation, ALP   4.4.298-301

     long wave   2.1.54-60

     random wave theory   12.4.243-248

     Stokes waves, floating structure   4.2.89-96

     Volterra model   12.4.243-248

     wave-body interaction   5.3.171-179

     wave load, compliant TLP   5.2.111-119

     wave radiation   3.4.264-272

Section

blade, Wells turbine performance   11.3.227-230

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

Sectional force, grounding-induced, double-hull tanker   7.2.141-145

Sediment(s)

     coastal waters, Korea, TBT   6.4.313-319

     cobalt-rich manganese deposits   5.1.75-79

     fluid-particle flows, numerical model   7.2.89-93

     gas-charged   9.3.219-225

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

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

     marine, electrokinetic strengthening   10.1.137-144

     motion, general   10.2.107-111

Seepage force, irregular wave, circular cylinder bottom        7.1.70-76

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

Seismic

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

     design, Northridge and Kobe earthquakes   12.3.229-235

     records, Great Hanshin Earthquake, Kobe Port        10.1.64-72

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

Self-

     adaptive boundary condition   11.3.168-175

     burial, pipelines   4.1.30-35

     organization, surface decarburization, molybdenum wire   7.1.44-47

     rectifying turbine   2.3.238-240

     weight consolidation of slurried marine clay   9.4.314-319

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

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

Semisubmersible

     motions, VLFS   1.4.307-316

     platform, dynamic positioning control   10.3.187-194, 11.4.267-272

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

Sensitivity analysis

     computing boundary conditions for zooming finite element analysis   13.1.60-65

     distributed parameter, of nonlinear systems     13.3.169-174

     offshore jacket structure   5.1.58-66

     operators/sensitivity integrands   13.3.169-174, 13.4.293-300

Sensor(s)

     deep ocean, implantation        6.4.255-261

     deep-sea research, technology, France   6.4.268-274

     inertial, measurement unit    15.2.88-95

     panel, 2-D, ice-load indentation test   11.3.161-167, 12.3.171-177

Separated flows

     FSRVM   10.4.241-248

     vorticity   3.2.81-92

Settlement

 Osaka Bay area   6.2.81-90

      reduction, composite ground reinforced by sand compaction piles (SCP)   17.3.233-239

 reduction in soft ground, effect of soil compaction piles   15.5.235-240

Shallow

     sand, footing, failure-envelope   6.1.62-67

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

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

     water flow, wave-current interaction   14.2.86-88

     water, ice model tests of caisson platform   17.4.270-275

     water jet, jet-wall interaction   17.3.213-217

Shape(s)

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

     buffers, pipe string   1.2.154-160

     iceberg at contact point, modeling        9.4.298-306

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

Shear

     capacity, composite structures, Arctic   1.4.324-326

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

     flow, water wave, wind induced   5.4.273-278

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

     fracture, propagating in natural gas transmission pipelines, high-performance high-technology feature issue   14.1.60-68

     modulus   8.3.228-235, 16.1.57-64, 18.3.233-239

     strength, direct test, unsaturated oil-contaminated sand   11.3.220-226

     strength, electrokinetic strengthening of marine clay   12.1.64-73

     strength, electrokinetic strengthening of soft marine sediment   10.2.137-144

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

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

strength, undrained; estimation by application of flat DMT and ANN   16.1.73-80

     strength, undrained, marine soil depositsf geotechnical characteristics   12.2.81-88

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

Shedding manipulation, in 3-D wakes using belt actuators   15.1.7-13

Shedding, vortex, circular cylinder

     forced, diffusive, van der Pol oscillator   5.4.251-255, 5.4.256-260

     load   8.2.130-139

     ocean mining   3.4.280-298

     wave loading   4.3.206-211

Sheet

     ice, crack   10.3.173-176, 12.3.157-162

     ice, ice-structure interaction during earthquakes   11.4.290-297

     ice, indentation pressure   5.4.279-284

     ice, indentation test   8.3.161-166

     ice, infinite and inhomogeneous, oblique crack   12.3.157-162

     vertical, elastic, linear waves   5.2.105-110

Shelf, evolution, nonlinear gravity waves   3.1.1-6

Shell

     circular cylindrical, fossil, stability, experiment   5.2.134-141

     circular cylindrical, fossil, stability, theory   5.1.51-57

     cylindrical, impact, local damage   2.2.147-152

     cylindrical, structures, during earthquakes in ice-covered seas   13.1.4-11

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

     plate, interaction, fluid-structure   4.1.6-10

     stiffened cylindrical, polyhedrally stiffened        8.3.207-212

Ship(s)

     berthing, ship and fender coupling, chimera RANS simulation   10.2.112-122

     berthing, water cushion   7.4.277-284

     berthing DDG-51   8.3.182-191

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

     collision, new material protective device   10.3.217-221

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

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

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

     critical structural details   8.1.130-139

     deep-draft, entrance channels   8.3.200-206

     direction characteristics   16.1.10-17

     dynamics, motion prediction   11.2.99-105

     flooding   8.4.280-282

     frequency characteristics   16.1.10-17

     grounding, motion prediction   11.2.99-105    

     grounding, risk assessment   9.1.16-21

     guidance system, directional wave spectra   12.1.25-30

hull blocks using 4 cranes, lifting analysis   15.1.62-64

     hull, corrosion, failure rate, fatigue, weldments   2.2.134-140

     hull girder   9.1.1-9

     icebreaking, corrugated underside, in drifting sea ice   10.1.41-49

     list, roll motion   10.4.316-320

     motion in frequency domain   15.3.189-197

     motion, prediction   11.2.95-105

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

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

     motion(s)   8.3.200-206, 8.4.280-282, 9.1.55-61, 10.4.241-248, 12.3.197-212

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

     motions, 3-D   5.2.120-126

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

     passenger, engine room; fire-risk modeling of machinery space  16.1.48-56

     post-panamax container ships; effect of bow flare shape on water impact pressure   16.2.112-117

     resistance test   10.1.10-18

     rolling, instability   4.2.105-111

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

     rolling, liquid sloshing, mathematical model   9.2.97-104

     seakeeping in time domain, potential flow model   11.3.184-190

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

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

     -ship collision, VLCC side structures   11.2.113-117

     sinkage and trim, practical method for predicting   18.4.288-291

     stability, roll-sloshing problem        9.2.97-104

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

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

     structure, submodeling analysis with SPR method   13.3.216-223

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

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

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

Short-crested irregular waves, Mega-Float Phase-II Model   13.4.254-255

Short-crested waves   5.3.212-218

Short-crestedness, wave, pipeline   3.2.115-120

Side scan sonar, ice gouge measurement strategy   12.1.34-39

Side stringer, additional, VLCC, collision strength   11.2.113-117

Side structure(s)

     of ice-strengthened tankers, design   15.3.210-214

VLCC, collision strength   11.2.113-117

Side-wall reflections, wave maker     4.4.273-277

Silts, liquefaction, earthquake   6.4.308-312

Similarity criteria   2.1.73-79

Simple source, irregular waves   4.4.265-272

Simplified

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

     linear approach, concrete creep analysis, TLP   7.3.168-173

Simulation(s)

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

     computer, ice loads   2.2.123-128

     computer, risk, pile, models        6.2.91-95

     computer, thermal problems        7.2.127-134, 7.3.226-232

     deployment bending, cables        3.3.197-204

     flow, fluid-particle   16.1.18-24

     free decay, time-domain, large-amplitude ship roll motion   12.3.206-212

     fully nonlinear   8.4.251-257

     ice dynamics   3.4.328-332

     irregular waves, floating platform dynamics   7.3.189-196

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

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

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

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

     numerical, see topic entry below 

     offshore pipelaying operations model   8.3.213-221

     physical, seismic rehabilitation of coastal dikes by sheet-pile enclosures   13.3.175-181

     technique, motions     7.4.254-261

     time-domain, bichromatic, random waves, spar platform   6.1.27-34

     wave groups   3.2.93-100

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

     wet icing buildup on H.V. insulators   8.3.167-172

     wind, wave and current   2.1.18-23, 3.2.93-100

Simulation(s), numerical

     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

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

     joint strength   1.3.200-207, 2.1.1-6

     Large Eddy (LES)   10.3.195-199, 13.4.249-253

     Monte Carlo     9.3.188-194, 10.3.177-181

     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

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

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

     splitter plate   4.3.193-199

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

     (by) testing, validation of   9.1.10-15

     3-D freak waves using a fast numerical method   19.3.161-167

3-D stall mechanism on Wells turbine 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

     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

     wave groups, very high waves, Markov Theory   12.2.105-108

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

Singularity(ies)   8.2.110-114, 13.2.133-138

6061 aluminum alloy     8.2.140-143, 8.2.144-147

Size effect(s)

     fracture and size effects in weakly cemented sand   17.4.294-300

triaxial specimen   9.2.105-111

Skin friction

     pile, clay   7.1.77-80

     steel pile, remolded clay   5.3.235-239

Skirt penetration, caisson foundation     4.3.223-230

Skirted foundations

     electrokinetic load-carrying capacity enhancement   13.3.182-189

     electrokinetic strengthening of adjacent clay   12.1.64-73

Slamming

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

     force, waves   4.281-88

     impact pressure acting on VLFS   12.1.9-15

     wave, FPSO bow, mitigation   12.4.297-304

     wave impacts, large horizontal cylinders   4.1.23-29, 4.3.212-218

Slender-body theory   14.2.104-109

Slepian model   8.4.258-264

Sliding

displacement, steel pile, remolded clay   5.3.235-239

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

Slings, doubled   7.4.313-320

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

Sloshing

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

     large-scale LNG sloshing model tests   19.1.8-14

     LNG carrier   5.1.10-16

     LNG sloshing: characteristics and scaling laws   19.4.264-270

     LNG tank sloshing, sloshing test   19.4.241-253

     liquid, baffled, unbaffled tanks, RANSe, rolling ship   6.4.278-282, 6.4.283-290

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

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

     roll-sloshing coupling, model   9.2.97-104

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

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

     simulation of liquid sloshing in model LNG tank using smoothed particle hydrodynamics   19.4.286-294

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

     wave impact pressure calculations by improved SPH methods   19.4.300-307

Slow drift motion

     compliant offshore structures   7.2.119-126

     oscillations   1.4.264-269

     stochastic process        6.2.112-123

Slowly varying response(s)

     ALP   4.4.298-301

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

Slurry balls of liquid and solid carbon dioxide, self-transport to large depths   13.2.139-146

Smart

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

     seafloor mining vehicle   10.3.182-186

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

Smoke movement and production rate, fire safety design, oil pool fires in engine room   15.1.46.53

Smooth bend, pipe, pipeline, deformation capacity   5.4.294-307

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

Snowdrift modeling   2.1.73-79, 3.1.61-65

Soft clay

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

     breakout force       1.3.195-199

marine, electrocementation induced by electrokinetics   13.4.308-315

     marine, electrokinetic strengthening        12.1.64-73, 13.3.182-189

     plate anchor   5.3.230-234

Soil(s)

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

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

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

     carbonate     2.2.114-122

     drilling, conductors   2.4.303-308

     fine-grained, liquefaction, earthquake   6.4.308-312

     friction angle, mobilized, suction pile installation     12.4.311-315

     frozen, creep, finite element method, creep damage, embedded pile   6.2.96-103

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

     improvement, electrochemical cementation of calcareous sand for offshore foundations   15.1.71-79

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

     improvement, electrokinetic strengthening   10.2.137-144, 12.1.64-73, 13.3.182-189

     investigation     9.2.105-111

     layered, behavior of drag anchors in   9.1.73-78

     mechanics, horizontally loaded suction piles   10.3.222-228

     mechanics, pipelines   4.1.30-35

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

     -pipeline interaction along active fault systems   18.3.211-219

     -pipeline interaction, seabed characterization and models   17.3.193-204

     plug, degradation, seaquake   10.3.229-235

     progressive failure, horizontal loading capacity of suction files   12.1.56-63

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

     reclaimed, hydraulic sand, West Taiwan   8.3.228-235

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

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

     shear strength, electrokinetic treatment        12.1.64-73

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

     -structure interaction, pipelines   9.1.22-29

     -structure interaction systems, nonlinear   13.3.169-174

     undrained, effect of skirted foundation shape   9.3.214-218

     unsaturated   9.3.219-225

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

Solidification, Nb-Ti bearing HSLA steels   14.2.132-137

Solitary wave, evolution, shelf   3.1.1-6

Soliton (upstream-advancing, solitary, runaway wave)   7.4.262-268

Solution(s)

     analytic, second-order, PC-based, wave loads, TLP   5.4.261-269

     asymptotic   8.4.303-310

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

     Fourier   9.3.181-187, 16.3.161-167

     frequency domain iterative   9.2.141-148

     Solver, fully coupled        10.1.1-9

Sonar

multi-beam, side scan, ice gouge measurement strategy   12.1.34-39

optimal acoustic search path planning for sonar system based on genetic algorithm   17.3.218-224

Source

     distribution method(SDM), diffraction force   3.1.7-16

     moving hydrodynamic, ice, internal wave manifestations   7.2.81-88

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

Space curve (analysis), marine riser   1.4.300-306

Span(s)(ning)

     free, pipelines   2.2.157-158, 4.1.30-35

      pipelines   2.1.24-31

     shoulders, pipelines   4.1.30-35

Spar platform

     large-scale experiment, bichromatic, random waves   6.1.27-34

     Mathieu-type instability in regular waves    15.2.104-108

     slender-body approximations of hydrodynamic forces   14.2.104-109

     tethered, nonlinear coupled responses   7.2.111.118

     wavelet analysis of Spar responses to irregular wave loading   12.1.16-24

     wavelet analysis of transient response   8.4.270-272

Spar, truss, in time domain, analysis   11.1.42-54

Specimen, small, used in mini-triaxial test   9.2.105-111

Spectra

     directional wave, for ship guidance system   12.1.25-30

higher-order, estimation of nonlinear Volterra models in offshore engineering   13.1.12-20

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

     wave, random waves   4.4.257-264

     wavelet and local directional analysis of ocean waves   16.2.97-103

Spectral

     analysis, nonlinear wave   11.2.87-92

     analysis, wave-current interaction   3.2.107-114

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

     direct, fatigue analysis method, offshore structures   9.1.55-61, 9.2.134-140

     methods   16.3.161-167

     models   9.2.81-89

     response surface method, water wave diffraction   17.4.254-258

     width        8.4.258-264

Spectrum

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

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

     directional   8.4.258-264, 10.2.91-98

     directional wave, for ship guidance system   12.1.25-30

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

     JONSWAP   8.4.258-264

     wave force, horizontal members   4.3.212-218

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

Speed(s)

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

     forward-speed effects, diffraction-radiation wave, ship advancing through regular waves in finite water depth   16.4.241-252

     safe, in ice   10.4.285-291

     wind, air-ice drag coefficient   12.2.121-125

SPH (Smoothed Particle Hydrodynamics)

     Improved Incompressible SPH   19.4.286-294

     simulation of liquid sloshing in model LNG tank   19.4.286-294

     wave impact pressure calculations by improved SPH methods   19.4.300-307

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

Spherical

     shell, buckling strength   1.4.284-292

     structure, wave diffraction force   3.1.7-16

Spills

     oil, brash ice   3.4.306-312

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

     oil, in ice   14.3.169-175

Spiral strand(s)

     large-diameter, against axial fatigue   9.2.149-157

     wire rope, large diameter, friction   6.3.219-226

Splash zone, ROV   6.3.177-183

Splices, nailed tubular connections, fatigue behavior   10.3.209-216

Splitter plate, numerical simulation   4.3.193-199

SPR (superconvergent patch recovery method), submodeling analysis of ship structure      13.3.216-223

Spray, freezing, vessel icing     4.2.119-126

Spreading, oil, brash ice   3.4.306-312

Springing

     load, TLP   4.4.284-291

     (and) ringing, strong and weak asymmetric wave, TLP   7.1.28-35, 8.2.81-89

Square

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

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

     prism, flow-induced instability     6.3.161-170

Stability

     articulated tower   2.1.61-66

     cylinders, wake-induced instability   12.1.31-33

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

     damaged column   4.2.127-133

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

     dynamical   8.2.115-121

     fluid mechanics   2.3.186-190

     post-yield, icebreaker testing and analysis   10.1.34-40

     shell, circular cylindrical, fossil, experiment   5.2.134-141

     shell, circular cylindrical, fossil, theory   5.1.51-57

     ship with liquids   9.2.97-104

Stabilization, cement clinker, seabed tunnel, earthquake   7.3.233-237

Stall mechanism, 3-D, Wells turbine   11.4.315-320

Stanford Unstructured Nonhydrostatic Terrain-following Adaptive Navier-Stoked Simulator, see Suntans

State of the art         

     ultimate longitudinal strength of ship hull girder   9.1.1-9         

     research on hydroelastic responses of VLFS   10.2.81-90

Static

     dynamic, and, responses, vertical pipe, elastic joints   6.3.203-211

     loading, pile foundations        2.2.114-122

     quasi-, collision test   11.2.113-117

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

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

     tension, doubled sling        7.4.313-320

Statistical analysis, icing event occurrence, Québec   11.1.9-15

Statistics

     Bayesian   9.1.16-21

     behavior of directional bound long waves   16.3.183-194

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

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

     velocities of Gaussian waves   10.2.91-98, 10.3.161-169

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

     wave, floating platform dynamics   7.3.189-196

     wave groups, high waves, Markov Theory   12.2.105-108

Statoil, commissioning 8000 Km of subsea pipelines   16.1.41-47

Steady state

     ice cover, crack   1.3.212-219

     response, cables   3.3.172-175

Steel(s)

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

     cables, lay angle, dynamics   7.1.54-62

     cables, steel, see also Wire rope

     carbon   8.2.140-143, 8.2.144-147, 14.4.284-288

     -concrete, composite structure, Arctic   1.4.324-326

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

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

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

     high-strength, stress corrosion cracking   5.1.67-71

high-strength UOE linepipes used in strain-based design applications, evaluation precept for buckling resistance   18.3.176-182

     jacket structures, underwater, offshore Bass Strait, Australia   11.1.64-71

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

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

     pile, remolded clay   5.3.235-239

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

     S25C carbon, pipe   8.2.144-147

     stainless   8.2.140-143

     structures, nailed tubular connections   10.3.209-216

     superduplex 25% Cr steel   17.2.145-151

     supermartensitic 13% Cr stainless steel   17.2.145-151

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

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

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

     X80 steel (API) material design for line pipe steel to minimize HAZ softening and obtain good HAZ toughness   18.3.204-210

X80 steel (API), residual stress evaluation for weldment of structural components using instrumented indentation technique 17.4.276-279

Step section, model, study on roll damping of 2-D cylinders, FPSO        13.3.205-208

Steps, load, free-span pipeline   6.1.53-61

Stiffened

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

     plates, collapse analysis, new simplified model   12.2.126-133

     plates, overall buckling   7.4.285-292

Stiffeners, ring, tubular joints, life        4.3.241-247

Stiffness

     axial, steel cables, lay angle   7.1.54-62

     bend, umbilical   3.2.150-155

     bending, cables, chains   3.3.162-167

     bending, steel cables, lay angle   7.1.54-62

     cables, locked coil     5.2.153-160

     fender, berthing operations        10.2.112-122

     moored floating breakwaters, performance   15.4.264-273

     torsional, steel cables, lay angle   7.1.54-62

     wire rope, large diameter   6.3.219-226

Still water, bending moment, production ships   4.4.302-311

Stinger, pipelaying, dynamics   6.3.212-218

Stochastic

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

     fatigue analysis for FPSO based on shipyard practices   18.2.142-148

     linearization responses, ALP   4.4.298-301

     loading time history   10.2.131-136

     process, slow drift motion   6.2.112-123

     response, VLFS        1.4.307-316

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

Stokes

     drift   9.3.161-166

     5^th-order wave, laboratory   13.1.38-42

     5^th-order-like regular wave, springing and ringing, TLP        7.1.28-35

     waves, bichromatic 2^nd-order   9.3.175-181

     waves, 2^nd-order, floating structure   4.2.89-96

Stop-Action Technique, for observation of grain structures in al-alloy friction stir welds   14.4.289-295

Storm seas, laboratory   9.1.48-54

Storm wave action, silts, liquefaction   6.4.308-312

Strain(s), straining

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

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

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

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

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

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

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

     cyclic, distribution, intensity factor range, local field, fracture process zone   4.2.156-161

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

     flexural, ice, ship wave wake   7.1.1-12

     gages, flexible cylinder in water   10.1.26-33

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

     hardening        1.1.27-41, 1.3.220-227, 14.2.125-131

     ice floe   3.4.322-327

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

     inherent strain distributions; new computational mechanics for ships and offshore engineering from construction to structural collapse   17.4.241-253

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

     measurement, ship-ship collision   11.2.113-117

     rate, plate anchor, soft clay   5.3.230-234

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

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

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

Strand(s)

     cables, locked coil   5.2.153-160

     spiral, large-diameter, against axial fatigue   9.2.149-157

     spiral, wire rope, large diameter, friction   6.3.219-226

Stream function theory, for modeling nonlinear regular waves and uniform current   11.1.33-41

Strength

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

     buckling, spherical shell   1.4.284-292

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

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

     criteria, safe navigation speeds in ice, operational-risk   10.4.285-291

     damaged column   4.2.127-133

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

     fatigue, welded joints, ultrasonic peening   6.4.304-307

     flexural, sea ice   1.1.53-57

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

     high; advanced cryogenic properties for fabrication of pressurized-LNG containers   16.2.118-122

     joint   8.2.140-143

     local buckling   7.4.285-292

     residual, double-hull tanker, grounding damage   5.4.285-293, 7.2.141-145

     shear, electrokinetic strengthening   10.2.137-144, 12.1.64-73

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

     shear, undrained, geotechnical characteristics of marine soil deposits  12.2.81-88

shear, undrained, estimation by application of flat DMT and ANN   16.1.73-80

     soil, transition during suction pile retrieval in sand    15.2.155-159

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

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

     tensile   8.2.144-147

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

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

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

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

     ultimate, longitudinal   9.1.1-9    

     ultimate, overall buckling   7.4.285-292

     ultimate, stiffened panel, ship   7.1.22-27

     ultimate, tubular element   1.1.27-41

Stress(es)

     analysis, hot-spot procedure, ships and GPSO units   12.1.40-47

     axial, pipe string, mining manganese nodules   4.1.62-67

     axial and bending, cables     3.3.172-175

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

     chord stress functions for K gap joints of rectangular hollow sections   17.3.225-232

     columnar ice        2.3.212-221

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

     concentration(s) factor   2.2.141-146

     concentration(s) stress, K-joint tubular girders   10.1.50-56

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

     concentration ratio, composite ground reinforced by sand compaction piles (SCP)  17.3.233-239

     corrosion cracking   4.3.234-240, 5.1.67-71

     corrosion testing, DCB specimen, DCPD   5.2.147-152

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

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

     effective, welded joints, ultrasonic peening   6.4.304-307

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

     effective intensity factor range, fracture process zone   4.2.156-161

     hot-spot, analysis procedure, ships and GPSO units   12.1.40-47

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

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

     hot-spot, tubular joints   2.2.141-146, 10.1.50-56

     hot-spot, welded joints   6.4.304-307

     increment factor, composite ground reinforced by sand compaction piles (SCP) 17.3.233-239

     intensity factor range   9.1.68-72, 13.2.133-138

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

     pipe string, vibration control   2.4.309-317

     pipeline, pipelaying, stinger        6.3.212-218

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

     radiation stress tensor, wave-jet nonlinear interaction: mathematical model development and experimental results   17.2.119-124

     reduction factor, composite ground reinforced by sand compaction piles (SCP)  17.3.233-239

     residual, development of girth weld flaw assessment procedures for pipelines subjected to plastic straining   18.3.183-187

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

     residual, in welding of stainless steels; effects of phase transformations  17.2.145-151

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

     residual, yield, thick tubes, collapse   3.2.121-129

     response, offshore structures   1.1.71-76

     singularity field problems, application of p-version FEM   13.2.133-138

     umbilical   3.2.143-149

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

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

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

Stretching formula, strong and weak asymmetric wave   7.3.161-167

String, vertical pipe, longitudinal damping, optimum buffer shape   7.2.104-110

Stringer, additional side, VLCC, collision strength   11.2.113-117    

Strong

     asymmetric wave, impacting process   6.4.291-293

     (and) weak asymmetric wave, impact and nonimpact   7.3.161-167

Strouhal number, elliptic cylinders   2.4.267-280

Structural

     assessment, reliability-based; LNG tank sloshing assessment methodology\the new generation   19.4.241-253

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

     dynamics, drilling derrick, jacket platform   6.3.184-194

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

     nonlinear analysis   8.4.292-302

     response, ice        2.3.204-211

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

Structurally discontinuous parts in Mega-Float structure        12.1.48-55

Structure(s)

     airchamber, submerged moored, 2^nd-order Stokes waves   4.2.89-96

     buried, earthquake analysis   11.2.133-140

     coastal, pile-restrained floating breakwater   8.4.265-269

     coastal, wave forces, horizontal plate   6.1.19-26

     composite, Arctic   1.4.324-326

     concrete, abrasion of, crushing ice   6.2.144-151

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

     dissipative, molybdenum wire   7.1.44-47

     floating, in airplane collision   11.2.118-124

     floating moored     7.4.254-261

     fluid interaction, hydrodynamic damping, dynamic response   7.3.197-204

     fluid interaction, plate shell   4.1.6-10

     free vibration analysis, Lanczos algorithm   3.3.219-224

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

     interaction, ice        2.3.201-211

     jacket, caisson foundation   4.3.223-230

     L-shaped, wave control   4. 4.292-297

     large floating multiple connected, dynamic interaction   5.3.204-211

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

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

     multilegged, ice forces   2.3.222-227

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

     permeable   8.1.30-38, 14.2.89-97

     ship, plastic deformations   10.4.285-291

     ship, submodeling analysis with SPR method   13.3.216-223

     side, VLCC, collision strength   11.2.113-117

     spherical, wave diffraction force   3.1.7-16

     topside, blast resistance, SDOF, nonlinear analysis   7.3.212-219

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

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

     very large floating (VLFS), hydroelasticity    1.4.307-316

Structure(s), offshore

     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 method   9.1.55-61, 9.2.134-140

     drilling, conductors   2.4.303-308

     floating, in airplane collision   11.2.118-124

     framed, earthquake response   1.3.220-227

     gravity-based (GBS)   9.4.298-306

     hydrodynamics   2.4.251-261

     ice, earthquake loads, in Okhotsk Sea   11.4.298-303

     ice loads        2.2.123-128

     icebreakers   10.1.34-40

     ice-structure interaction during earthquakes   11.4.290-297

     irregular waves   7.4.301-307

     jacket, modal analysis        5.1.58-66

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

     Mega-Float, stress analysis   12.1.48-55

     MOLIKPAQ platform, waves   4.3.183-192

nonlinear response of offshore structures to high seas   19.1.1-7

     perturbation, direct spectral analysis method   2.1.7-12

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

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

     slamming force   4.2.81-88

     -soil interaction, pipelines   9.1.22-29

     steel, 14 jackets, Bass Strait, Australia   11.1.64-71

     steel, nailed tubular connections   10.3.209-216

     stochastic dynamics, non-Gaussian analysis   7.3.205-211

     time variant damping   2.4.273-279

     wave basins   5.1.1-9

     wave-current interaction   3.2.107-114

     wave diffraction, load, free surface   6.1.104-111

Strumming

     cables, towing   3.3.205-212

     vortex   2.1.32-37

Subgrade reaction, horizontal, pile   3.2.156-160

Subharmonic and chaotic motions   2.1.61-66

Submarine

     cable, deep sea, ROV   6.4.262-266

     civil construction, underwater, laser, viewing   6.1.1-8

     confined water effects on manoeuvring capabilities    17.2.89-96

     earthquake, deep sea, observatory   6.4.262-267

     ice surface conditions   18.4.271-276

     pipeline crossings    8.4.292-302

pipeline, Langeled: pipe capacity vs. wall thickness selection   18.3.188-195

     pipelines, hydrodynamic forces   8.2.122-129

     pipelines, trenches, wave forces   3.1.35-42

Submerged

     breakwater, investigations of wave reflection characteristics   17.2.112-118

     elliptical disk, hydrodynamics   6.1.35-40

     floating sea caches, nonlinear free-surface flows   11.3.191-193

     horizontal circular cylinder   19.3.198-205

     horizontal cylinder, nonlinear Froude-Krylov forces   13.2.105-111

     moored floating structure, 2^nd-order Stokes waves   4.2.89-96

     point source; submarine moving closer to ice surface conditions   18.4.271-276

     pontoon, viscous damping   5.4.241-250

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

Submergence, intermittent, horizontal members, wave forces   4.3.212-218

Submersibles, MURV, geological survey operations, Russia   6.4.275-277

Submodeling analysis of ship structure with SPR method   13.3.216-223

Subsea pipelines

commissioning 8000 Km, Statoil   16.1.41-47

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

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

Subsequent force, nonsimultaneous failure, ice sheet   5.4.279-284

Substrates, cobalt-rich manganese deposits   5.1.75-79

Suction

     bucket foundation in saturated sand; bearing capacity   15.4.300-303

     caisson, vertical uplift capacity   12.2.89-97

     caisson anchors, lateral undrained resistance   11.3.211-219

     caisson foundation   4.3.223-230

     caissons in clay, numerical analysis   13.2.154-159

     mud, breakout force   1.3.195-199

     passive, caissons in clay, numerical analysis   13.2.154-159

     pile and pressure, soil friction transition during installation   12.4.311-315

pile, horizontal loading capacity   12.1.56-63

     pile, horizontally loaded   10.3.222-228

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

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

Sulfide-reducing bacteria   4.3.234-240

Sum-frequency force   2.2.175-178

SUNTANS (Stanford Unstructured Nonhydrostatic Terrain-following Adaptive Navier-Stoked Simulator), effects of grid resolution on simulation of semidiurnal internal tides   17.2.105-111

Superconducting magnet, MHD (magneto-hydrodynamics) oil separation from oil-contaminated seawater   17.3.189-192

Superconvergent patch recovery method, see SPR

Superduplex

     25% Cr steel   17.2.145-151

     25% Cr wire    17.2.145-151

Superheater tube, on-site nondestructive testing   4.1.36-39

Supermartensitic 13% Cr stainless steel    17.2.145-151

Super-upper response branch boundaries, vortex-induced vibration   18.2.99-105

Suppression, vibration

     D-section structural member   5.3.161-165

     nutation damper   7.3.174-180

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

Surface

     conductivity, ice-covered insulators, flashover   6.4.298-303

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

     curved, CAD   1.3.228-234

     decarburization, molybdenum wire   7.1.44-47

     effects, ROV, maneuvering   6.3.177-183

     foundation, frozen soil, creep damage   6.2.96-103

     implicit body, boundary condition   8.4.251-257

     moorings   4.3.219-222, 10.3.200-208

     nonlinear free, flows   11.3.191-193

     nonlinear free, irregular waves   4.4.265-272

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

     OWC, dynamic nonlinear response   7.2.154-159

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

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

     wave diffraction, load, offshore structure   6.2.104-111

     waves, propagation in floating broken ice   9.3.161-166

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

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

Surge drift motion, random waves   2.3.168-174

Survey operations

     geological, submersibles, Russia   6.4.275-277

     ice gouge measurement strategy   12.1.34-39

Survey routes, penetrometer tip geometry, bearing strength estimates   13.1.73-78

Survivability

     criteria, offshore structures        9.1.55-61

     criteria, ship flooding   8.4.280-282

     damage, ship flooding   8.3.192-199

Suspended

     cables, dynamics   3.3.176-182, 3.3.183-188

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

Swash zone, hydrodynamics, turbulence characteristics   11.3.202-210

Sway, vertical and horizontal square cylinder   5.3.180-187

Swell, interaction of wind waves and   7.4.241-245, 12.4.237-242

Swimming mode, drag-based   15.3.161-167

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

Synchronized response, vortex shedding, forced cylinder   5.4.251-255

System(s)

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

     cable/body   3.3.176-182

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

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

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

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

     differential global positioning, ice gouge measurement strategy   12.1.34-39

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

     Hand-in-Hand System, AUV localization and obstacle avoidance strategy   14.4.265-273, 14.4.274-283

     identification, frequency response        2.3.191-197

     identification, towed underwater vehicle   2.1.38-45

     Inertial Navigation System, advanced technologies for cruising AUV Urashima   18.2.81-90

     infrastructure   13.3.169-174

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

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

     loading, floating, mooring chains   7.2.135-140

     measurement   2.1.67-72

     mining, deep-ocean, cobalt-rich manganese deposits   5.1.75-79

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

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

     production, ultra-deep water   2.4.241-249

     soil-pipeline interaction along active fault systems   18.3.211-219

     soil-structure interaction, nonlinear   13.3.169-174

     well, ultra-deep water        2.4.241-249

T

T-joint(s)     9.3.195-200, 11.2.125-132, 16.4.305-312

Taiwan

     Chaiyi lateral pile group tests   13.3.161-167

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

     West, hydraulic reclaimed soil   8.3.228-235

Tandem blade, impulse turbine        4.1.76-80

Tangential drag, cables, towing   3.3.205-212

Tank(s)

     anti-rolling, control   5.1.17-22

     baffled, unbaffled, liquid sloshing, ship rolling   6.4.278-282, 6.4.283-290    

     experimental wave     9.4.241-256

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

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

     simulation of liquid sloshing in model LNG tank using smoothed particle hydrodynamics   19.4.286-294

    -wall effect, integral-equation method   1.2.101-107

Tank(s), numerical wave (NWT)

     bichromatic 2^nd-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

     OSC   7.2.154-159

     OWC, dynamic nonlinear response   7.2.154-159

     OWC, self-adaptive control   10.4.269-275

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

     review   9.4.241-256

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

     wave absorption   11.3.168-175

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

Tanker(s)

     accident   8.4.311-317

     double-hull, grounding damage     5.4.285-293, 7.2.141-145

     ice-strengthened, design of side structure   15.3.210-214

TBT (tributyltin), coastal waters, Korea   6.4.313-319

Tear, ductile, welded T-joints   11.1.125-132

Tearing

cutting, ship dynamics, grounding, crashworthiness   6.3.195-202

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

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

Technique

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

     lumped mass   7.4.254-261

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

     simulation   7.4.254-261

     Stop-Action, for observation of grain structures in al-alloy friction stir welds   14.4.289-295

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

Technological Research Association of Mega-Float Phase-II Model   13.3.254-259

Technology(ies)

     advanced technologies for cruising AUV Urashima    18.2.81-90 

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

     deep-ocean, new directions   6.4.241-243

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

Telecommunications, towed undersea cable plow   10.4.310-315

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

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

Temperature

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

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

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

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

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

wind, correlation, noise, ice deformation   6.2.152-158

Tendon(s)

     dynamics   4.4.284-291

     fatigues   8.2.81-89

     reliability of   2.4.281-288, 9.3.188-194

     TLP tendon tension   12.4.237-242

Tension(s)

     (and) bending, and pressure, thick tubes, collapse   3.2.121-129

     cables, towing   3.3.205-212

     (and) combined bending, collapse thick pipes   4.4.312-319

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

     low, cables, chains        3.3.162-167

     mooring line analysis in cohesive seafloor   11.2.141-146

Tension leg platform(s) (TLP)

     analytic solution, PC-based, wave loads, wave-drift damping   5.4.261-269

     concrete creep analysis   7.3.168-173

     coupled and uncoupled model   4.4.284-291

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

     cyclonic conditions        8.1.58-65

drift forces, mean wave runup   3.2.101-106

     extreme waves        8.1.51-57

     Heidrun, ringing wave, model tests   12.3.189-195

     hydrodynamics, review   3.4.241-249

     ISSC model   8.2.81-89

     model testing, wind, wave, current simulation   2.1.18-23, 2.2.87-92

     nonlinear irregular waves   5.3.166-170

     ocean waves   1.2.87-93

     reliability of tendons        2.4.281-288

     response, ocean waves   1.2.87-93

     response prediction in cyclonic conditions   8.1.58-65

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

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

     2^nd-order diffraction force        2.3.175-185

     strong and weak asymmetric wave, springing and ringing   7.1.28-35, 8.2.81-89

     tendon tension        12.4.243-248

     time domain, nonlinear interaction   4.4.284-291

     wave drift, damping   4.1.18-22

     wave load   5.2.111-119

Tensor, radiation stress; wave-jet nonlinear interaction: mathematical model development and experimental results   17.2.119-124

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

Test(s)(ing)

     airgap modeling, results (Weslefrikk semisubmersible)   12.3.184-188

     airgap prediction tool for multicolumn gravity-based structures, wave tank   16.3.175-182

     burst, hydrostatic, development and mechanical properties of X120 linepipe, feature issue   14.1.29-35, 42-51, 60-68

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

     centrifugal model   9.4.314-319

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

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

     centrifuge, effect of soil compaction piles on settlement reduction in soft ground   15.4.235-240

     collapse testing on short linepipe for deepwater applications    17.4.309-316

     construction and creep tests, 20~30-m ice dome    12.4.264-270

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

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

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

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

     direct shear, unsaturated oil-contaminated sand   11.3.220-226

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

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

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

     fatigue; adoption of a radiused hopper knuckle: recommendations for design and fabrication    18.3.226-232

     fatigue crack growth        12.3.223-228

     field bending, development and mechanical properties of X120 linepipe, high-performance pipeline technology feature issue        14.1.29-35

     field, pile   3.2.156-160

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

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

     4-point test; fracture and size effects in weakly cemented sand   17.4.294-300

     f