IJOPE Subject Index P-T
@
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
2nd-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 liquefactionfs 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 Greenfs 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