�@

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

Panel method, forward-speed seakeeping calculations in frequency domain   15.3.189-197

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

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

Parameters

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

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

Parametric

     oscillation, roll motions   8.4.251-257, 9.2.90-96

     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

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

     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

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

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

Period, return, sloshing, LNG carrier   5.1.10-16

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

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

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

     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

     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

     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

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

     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   

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

     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

     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, 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, 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

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

     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

     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

     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

     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

     floating, propagation of flexural waves at interface   12.3.163-170

     horizontal, wave forces   6.1.19-26

     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

     thick, flexible body, ocean waves   5.3.198-203

     thickness, effect of ice-plate  16.1.1-4

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

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

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, 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, 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)

     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

     response, TLP in cyclonic conditions        8.1.58-65

Prefabricated horizontal drains, discharge capacity   13.2.147-153

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

     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

     pack ice   8.1.16-21

     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

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

            water impact, effect of bow flare shape   16.2.112-117

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

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

     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

     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

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

Quadrature matrix   10.1.57-63

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 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

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

     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