IJOPE Subject Index F-J
F
Factor
breakout, soft clay 1.3.195-199
effective stress intensity, fatigue life extension of through-thickness crack 12.3.223-228
inverse end bearing; numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis 20.4.313-320
modification, reclaimed soil in West Taiwan 10.1.73-79
Failure
analysis, composite lamination 4.3.248-256
assessment diagram 11.1.125-132
brittle indentation, ice 2.3.212-221
criterion, ice loads 4.1.53-61
-envelope, interaction diagram, footing, shallow, sand 6.1.62-67
general shear, pipelines 4.1.30-35
ice, dynamic analysis 2.3.204-211
ice, model 3.2.130-138
ice-load dependence of failure mode, global design 14.3.189-195
mechanism, anchored foundations 15.4.312-320
mechanism; keying of plate anchors NC clay under inclined loading 19.2.135-142
mode; submarine pipeline Langeled: pipe capacity vs. wall thickness selection 18.3.188-195
nonsimultaneous, ice-load dependence of failure mode, global design 14.3.189-195
nonsimultaneous, ice sheet 5.4.279-284
of wrinkled X52 pipeline subjected to monotonic bending deformation and internal pressure 8.1.50-55
progressive, soil, horizontal loading capacity of suction piles 12.1.56-63
quasi-simultaneous, ice-load dependence of failure mode, global design 14.3.189-195
rate, probabilities, ship hull 2.2.135-140
simultaneous, ice-load dependence of failure mode, global design 14.3.189-195
strain; effect of buffer bow structure in ship-ship collision 18.2.133-141
surface, anchored foundations 15.4.312-320
tensile/shear/slip failure; loads on tie-down systems for floating drilling rigs during hurricane conditions 20.2.95-102
zonal, ice-load dependence of failure mode, global design 14.3.189-195
Fall and rise time, strong and weak asymmetric wave 7.3.161-167
Fast numerical method: nonlinear simulation of 3-D freak waves 19.3.168-175
Fatigue
analysis 7.4.293-300, 9.2.134-140
assessment, cracked SN curves 8.2.139-139
assessment, welded structures, hot-spot stress design curves 12.2.134-141
axial 9.2.149-157
behavior of nailed tubular connections 10.3.209-216
cables 3.3.172-175
cables, locked coil 5.2.153-160
corrosion 4.3.234-240
crack growth test 12.3.223-228
crack growth test methods in sour environment 20.2.103-109
crack growth, tubular joints 4.3.241-247
crack propagation 9.1.68-72
crack, welded T-joints 11.2.125-132
crossing and oscillation intensities 10.4.255-262
design, K-joint tubular girders 10.1.50-56
design, multiplanar tubular DT joints 12.4.305-310
life, tubular joint 2.2.141-146, 4.3.241-247
life extension, through-thickness crack using local heating 12.3.223-228
low-temperature 9.1.68-72
reliability, damage accumulation 10.2.131-136
reliability, mooring chains 7.2.135-140
reliability of marine structures, from Alexander Kielland accident to life cycle assessment 17.1.1-21
ship hull 2.2.135-140
stochastic analysis for FPSO based on shipyard practices 18.2.142-148
strength assessment of welded joints, ships and FPSO units 12.1.40-47
strength; maximum stress and fatigue strength of drill pipe in presence of strong ocean current 20.1.15-17
strength, welded joints, ultrasonic peening 6.4.304-307
umbilical 3.2.150-155
Fault(s), soil-pipeline interaction along active fault systems 18.3.211-219
Feature issue, high-performance pipeline technology (X120-grade steel) 14.1.2-80
FDM (finite difference method)
constitutive equation for fluid-particle flow simulation 16.1.18-24
control, anti-rolling tank 5.1.17-22
jet-wall interaction in shallow waters 17.3.213-217
numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis 20.4.313-320
random wave force coefficients 4.4.278-283
wave-current interaction in shallow flows 14.2.86-88
Feedback, indirect, underwater navigation, extended Kalman filter, Doppler velocity log, inertial measurement unit 15.2.88-95
FEM (finite element method)
analysis, marine riser 1.4.300-306
analysis, pile foundation 9.3.226-232
-BEM methods, mixed: aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
-BEM model, combined 8.1.30-38
chain links 1.4.317-323
computer simulation of thermal problems 7.2.127-134, 7.3.226-232
creep, frozen soil 6.2.96-103
cylindrical diaphragm wall movement during deep excavation 13.4.285-292
direct, hydroelastic responses of VLFS 10.2.81-90
Galerkin, dynamics of flexible riser 14.2.110-117
Galerkin, fluid domain, spatial discretization 7.4.269-276
hot-spot analysis procedure, ships and FPSO units 12.1.40-47
implosion, double-wall pipe 4.2.142-150
modal expansion method, dynamics of flexible riser 14.2.110-117
mode-expansion, hydroelastic responses of VLFS 10.2.81-90
model of gravity waves with free surface 9.4.271-275
modeling, elastic joints 9.2.117-125
Newmark-ƒÀ method, dynamics of flexible riser 14.2.110-117
p-version application to stress singularity field problems 13.2.133-138
porous flow in vertical breakwater induced by nonlinear waves 11.3.192-201
submodeling analysis of ship structure with SPR method 13.3.216-223
suction caissons in clay, numerical analysis 13.2.154-159
time domain analysis of hydroelastic response of VLFS considering horizontal motion 18.1.21-26
time domain analysis of hydroelastic response of VLFS with fully nonlinear free-surface conditions 16.3.168-174
tubular joints 2.2.141-146
vertical uplift capacity of suction caissons 12.2.89-97
vibration analysis, mega-float structure 12.1.48-55
vibration analysis of axisymmetric multi-layer liquid-filled cylindrical containers using RD-finite element method 18.1.43-49
zooming, for stress analysis, optimization of ship structure 13.1.60-65
FFT (Fast Fourier Transform) 16.3.161-167
Fences, porous 8.3.222-227
Fender deflection, forces, stiffness 10.2.112-122
Fender system, coupled mini-TLP and tender barge response in random seas 18.2.112-119
Ferrite, acicular, high-performance pipeline technology (X120-grade), feature issue 14.1.18-28
Fiber rope, polyester fiber, polyester mooring, quantifying residual creep life 15.3.223-228
Fiber-optics, rapid inspection of underwater structures by multi-AUV system with smart cable 14.4.265-273, 14.4.274-283
Field bending, development and mechanical properties of X120 linepipe, high-performance pipeline technology feature issue 14.1.29-35
Field
freak wave 13.1.38-42, 13.4.260-265
instrumentation assessment of offshore land reclamation works 14.4.315-320
measurements, model breakwater element on sandy seabed 11.4.241-247
response, dynamic, pile 3.2.156-160
validation, soil friction transition during suction pile installation 12.4.311-315
Field experiment(s), test(s), results/data
directional wave spectrum estimation based on vessel’s 1st-order motions; field results 19.2.81-89
disk-type underwater glider for virtual mooring and field experiment 19.1.66-70
ice dome spanning 20~30 m 12.4.264-270
model, consolidation process of geotextile tube with fine-grained materials 14.2.150-158
moored floating structure 7.4.254-261
pile suction retrieval in sand, transition of soil strength 15.2.155-159
surface-mooring dynamics 10.3.200-208
vertical circular cylinder 2.3.161-167
wave observation buoy, ocean radar system 13.1.21-28
Fields, Gaussian 10.3.161-169
Fill(ing) material
suitability for sand compaction pile (SCP) 13.1.66-72
well-graded, Great Hanshin Earthquake, Kobe Port 10.1.64-72
Fin
actuators, amphibious robot 20.3.175-180
mechanical pectoral 15.3.161-167
Fine Dot Grid, computer-aided strain method, process fracture zone 4.2.156-161
Fine-grained
materials, consolidation process of geotextile tube 14.2.150-158
soils, earthquake, liquefaction 6.4.308-312
Fines content 8.3.228-235, 10.1.73-79
Finite
amplitude, propagation of surface waves 9.3.161-166
analysis, collapse, thick pipes 4.4.312-319
depth, vertical and horizontal square cylinder, added mass, radiation damping 5.3.180-187
depth, vertical circular cylinder 4.1.11-17
depth, water wave diffraction 4.3.169-173
depth, water wave diffraction-radiation, ship advancing through regular waves 16.4.241-252
differences 2.2.110-113, 10.4.301-309
difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil 19.2.143-150
element analysis, adoption of a radiused hopper knuckle: recommendations for design and fabrication 18.3.226-232
element analysis, collapse testing on short linepipe for deepwater applications 17.4.309-316
element analysis, effect of buffer bow structure in ship-ship collision 18.2.133-141
element analysis, failure of wrinkled X52 pipeline subjected to monotonic bending deformation and internal pressure 8.1.50-55
element analysis for telescopic deformation and tearing rupture of wrinkled pipe 19.3.224-231
element analysis, high-strength line pipes with enhanced deformability 20.4.298-305
element analysis, hot-spot stress design curves for fatigue assessment of welded structures 12.2.134-141
element analysis, prediction of fracture in wrinkled energy pipelines subjected to cyclic deformations 17.3.205-212
element analysis, solution comparisons, lateral undrained resistance factor 11.3.211-219
element, nonlinear coupled responses, tethered Spar platform 7.2.111-118
element, nonlinear, icebreaker testing and analysis 10.1.34-40
element, nonlinear, vertical pipe, dynamic and static responses 6.3.203-211
elements 8.4.292-302
flexible riser 3.4.299-305
Finite difference method, see FDM
Finite element method, see FEM
Finite volume method, see FVM
Fins, anti-pitching 11.2.106-112
Fire-risk modeling of machinery space: passenger-ship engine room 16.1.48-56
Fire safety design, oil pool fires in engine room 15.1.46.53
First peak force, nonsimultaneous failure, ice sheet 5.4.279-284
Fish, biomimetic robot
research on patrol algorithm 15.1.1-6
self-propelled, efficient swimming 20.3.167-174
Fishing net; hydrodynamic behaviors of gravity cage in current and waves 19.2.97-107
5,000-m-long, heavy-lift pipe deployed, Hughes Glomar Explorer, full-scale, coupled ship and pipe motions measured in North Pacific Ocean 20.1.1-6
Flashover
DC flashover process on ice surface 11.4.304-309
iced insulators 2.3.228-233, 4.2.112-118, 6.4.298-303, 8.3.167-172
Flaw, see Defect(s)
Flexible
body, thick plate, ocean waves 5.3.198-203
cylinder, vortex-induced vibrations and jump phenomenon 10.1.26-33
damage detection using statistical pattern recognition techniques 18.1.35-42
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
hose; solid-liquid flow experiment with real and artificial manganese nodules in flexible hoses 19.1.77-79
risers, see topic entry below
Flexural
-gravity wave, mathematical modeling of shock loading of solid ice cover 16.1.1-4
-gravity wave; submarine moving closer to ice surface conditions 18.4.271-276
ice deformations, internal wave manifestations, ship wave wake 7.2.81-88
ice deformations, precursors, strain, ship wave wake 7.1.1-12
oscillations, ice cover 11.1.1-8
strength of drifting first-year ice in Barents Sea 17.3.169-175
strength, sea ice 1.1.53-57
waves, propagation at interface between floating plates 12.3.163-170
Flexure
cables 3.3.172-175
ice floe 3.4.322-327
Floater, deep draft, motion 1.2.164-166
Floating
airport 9.1.39-47
bodies, wave-body interaction 5.3.171-179
body, development of floating body with high performance 17.1.39-46
body dynamics, deepwater oil offloading buoy response and experimental validation 16.4.290-296
body, harbor geometry 4.2.97-104
body, second-order diffraction force 2.3.175-185
body motion 9.4.241-256
buoy, tidal current power generation system 11.1.77-79
collar; hydrodynamic behaviors of gravity cage in current and waves 19.2.97-107
device, and onboard motion-compensated platform 11.2.155-160
island, solitary wave, tsunami 6.3.171-176
large multiple connected structure, hydrodynamic interaction 5.3.204-211
loading systems, mooring chains 7.2.135-140
model, unit-linked 9.3.201-207
moored structure, motions 7.4.254-261
hydrodynamic behaviors of gravity cage in current and waves 19.2.97-107
OTEC plant, potential, viscous drift 3.3.236-239
plates, propagation of flexural waves at interface 12.3.163-170
platform dynamics, simulation of irregular waves 7.3.189-196
platform motion 8.2.115-121
pontoon breakwater with wave-wall 12.1.114-120
-production-storage-offloading system (FPSO) 9.4.298-306, 12.2.134-141, 12.4.297-304, 13.3.205-208, 13.4.241-248, 18.2.142-148, 19.1.46-51, 19.2.81-89
structure, submerged moored, 2nd-order Stokes waves 4.2.89-96
structure, very large, airplane collision 11.2.118-124
structure, very large, hydroelasticity 1.4.307-316
submerged sea caches, numerical free-surface flows 11.3.191-193
Floe
ice, flexure 3.4.322-327
sea-ice, fractal properties 13.1.1-3, 79
size; spreading of old ice in Barents Sea 20.1.54-60
Flood(ed)(ing), floodwater
effect inside ship 8.4.280-282
offshore structures 9.1.55-61
progressive, process 8.3.192-199
Ro-Ro passenger ship with flooded vehicle deck 15.2.109-116
Flow(s)
chart, sand pile formation and design, fill-material applicability 13.1.66-72
control, passive; vortex shedding around pipe section using porous sheath 16.2.90-96
cross, free-span pipeline 6.1.53-61
field, propeller, ship model wake analysis by PIV 11.4.261-266
fluid-particle, numerical model 7.2.89-93
free-surface, comparison of classical and weakly-singular representations 15.4.241-248
free-surface, comparison of classical and simple free-surface Green functions 14.4.257-264
free-surface flows; hybrid LS and VOF method for 3D simulation of wave breaking and overtopping 19.4.308-316
free-surface, multigrid technique for numerical simulations of water impact phenomena 16.4.283-289
free-surface, wave-current interaction in shallow flows 14.2.86-88
Gibraltar Straits, instability 1.2.129-136
-induced instability, square prism 6.3.161-170
-induced vibrations, circular cylinder 3.4.280-298
-induced vibrations, cylinder with 2 degrees of freedom near rigid plane boundary 18.4.302-307
-induced vibrations, marine cables 1.1.18-26
-induced vibrations, marine pipeline 5.2.81-90
injection analysis, dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement 19.1.71-76
intake/discharge, floating OTEC plant 3.3.236-239
jet, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate 19.1.42-45
material, heat source models in simulation of heat flow in friction stir welding 14.4.296-304
meter 1.2.108-114
multiphase, 2-D; numerical model with solid-liquid-gas interaction, 15.3.198-203
nonlaminar, coarse sand 2.4.318-320
nonlinear free-surface 10.1.1-9, 11.3.191-193
of ice, through converging channels 16.4.268-273
orbital 1.4.247-254
oscillating, gap effect on transversal force acting on infinite array of cylinders 15.4.249-256
oscillating, vibrating cylinder, vortex regimes 7.2.94-103
planar oscillatory, vortex-excited vibration, circular cylinder 13.4.266-273
porous, in vertical breakwater 11.3.194-201
porous, numerical, nonlinear wave model 12.3.196-205
porous, simulation of wave transformation in vertical permeable structure 14.2.89-97
potential, comparison of classical and weakly-singular representations 15.3.241-248
potential, free surface 9.4.264-270
potential; nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
potential, numerical wave tank 11.3.168-175
potential, flow 16.3.168-174
potential, wave basins 5.1.1-9
pulsating, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate 19.1.42-45
-rectifying air turbine 12.2.142-146
return 10.1.1-9
reversible, Darrieus-type cross-flow runner 8.4.318-320
separated, vorticity 3.2.81-92
separation, FSRVM 10.4.241-248
shallow water, wave-current interaction 14.2.86-88
shallow waters, jet-wall interaction 17.3.212-217
shear, diffusive van der Pol oscillator, vortex shedding, forced cylinder 5.4.256-260
shear, water wave, wind-induced 5.4.273-278
simulation, fluid-particle 16.1.18-24
steady, comparison of classical and simple free-surface Green functions 14.4.257-264
steady, local 8.2.102-109
3-D, diffraction-radiation wave, ship advancing through regular waves in finite water depth 16.4.241-252
3-D, numerical analysis, internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
turbulent 7.4.277-284, 8.3.182-191, 12.3.206-212, 17.2.89-96
2-layer, The Bosphorus 5.2.98-104
2-phase flow, constitutive equation for fluid-particle flow simulation 16.1.18-24
2-phase, MHD, propulsion 3.4.250-257, 5.2.91-97
unsteady, air turbine with staggered blades for wave power conversion 13.4.316-320
unsteady, around mechanical pectoral fin 15.3.161-167
unsteady, berthing ship 7.4.277-284
unsteady, resistance, in-line force model search 10.4.249-254
viscous 8.3.173-181
visualization, circular cylinder 2.2.81-86
visualization, irregular waves, cylinder 5.4.270-272
visualization, numerical study on unsteady flow around mechanical pectoral fin 15.3.161-167
visualization, wave and wave-current loading on circular cylinder 8.2.122-129
water flow rate through porous media, ultrasonic effects 16.2.146-152
Fluctuating force, hydrodynamic and hydrostatic, strong asymmetric wave 6.4.291-293
Fluctuation
free surface, rigid vertical columns 6.1.41-46
hydrodynamic conditions, Clarion-Clipperton Ore Zone in Pacific (1993) 11.3.231-236
Fluid(s)
deicing/anti-icing 5.1.32-36
domain, Galerkin finite element method 7.4.269-276
dynamics, computational 3.2.81-92, 13.4.249-253
dynamics, computational 16.2.104-111
force(s) 1.2.154-160, 1.4.293-299
forces, buffer, pipe-string 1.2.154-160
machine, wave power generator 5.1.72-74
machinery, air turbine with staggered blades for wave power conversion 13.4.316-320
machinery, axial flow air turbine 7.4.308-312
machinery, impulse turbine 3.1.73-78, 4.1.76-80, 6.1.76-80, 10.2.145-152
machinery, water column (OWC)-type wave energy converter 16.4.297-304
machinery, wave power generating system 15.4.292-299, 16.4.297-304
machinery, Wells turbine 8.2.155-160, 8.3.222-227, 10.2.145-152, 10.2.153-159, 11.1.72-76
mechanics 2.3.186-190
-particle flows, numerical model 7.2.89-93
perfect 10.4.269-275
wave-induced motions of body floating in 2-layer fluid 15.3.175-182
Fluid-structure interaction(s) (FSI)
aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
boundary, integral equations 4.1.6-10
hydrodynamic damping 3.2.107-114
mooring lines 7.1.48-53
nutation damping 1.3.167-175
seabed response under waves with free-surface water flow, numerical investigation 17.2.97-104
simulations of hydro-elastic impacts using parallel SPH model 20.3.181-189
vertical plate vibration and generation of transient waves by wave impact; nonlinear solution 19.3.189-197
vortex-excited vibration force, circular cylinder in steady flow 13.4.266-273
Focus(ed)(ing)
energy focusing; nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
ocean wave 2.2.93-109, 19.3.183-188
transient and ring waves in AMOEBA with absorbing wave-maker 16.1.10-17
waves, interactions 6.2.131-137
Fog, rime, iced-insulators 4.2.112-118
Folding, collapse mechanism of buffer bow structure on axial crushing 15.2.147-154
Footing
circular, vertical circular cylinder 4.1.11-17
failure-envelope, shallow, sand 6.1.62-67
shape, skirted shallow foundations 9.3.214-218
shallow; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
Force(s)
breakout, soft clay 1.3.195-199
centrifugal forces; loads on tie-down systems for floating drilling rigs during hurricane conditions 20.2.95-102
coefficients 1.4.255-263
cylinder (horizontal), sand bed 2.4.262-266
diffraction, 2nd-order 2.3.175-185
diffraction, wave, spherical structure 3.1.7-16
drift, and hydroelastic motions of VLMOS (Very Large Mobile Offshore Structure) 15.3.183-188
drift, higher-order boundary element method 3.2.101-106
drift, model offshore structure 1.2.101-107
drift, steady, and moment acting on VLFS of arbitrary geometry 13.3.198-204
drifting wave, large floating multiple connected structure 5.3.204-211
earthquake, cylindrical shell structures in ice-covered seas 13.1.4-11
effective, axial, pipelines 2.2.157-158
fender, berthing operations 10.2.112-122
first peak, subsequent, nonsimultaneous failure, ice sheet 5.4.279-284
fluctuating, hydrodynamic and hydrostatic, strong asymmetric wave 6.4.291-293
fluid, pipe-string, shapes of buffers 1.2.154-160
grounding-induced, sectional, double-hull tanker 7.2.141-145
horizontal force of vertical truncated column 9.3.167-174
horizontal members, wave buoyancy, drag and inertia, slamming 4.3.212-218
hydrodynamic, circular cylinder 1.4.279-283
hydrodynamic, conductor pipes 4.3.231-233
hydrodynamic, floating body, harbor geometry 4.2.97-104
hydrodynamic, on submarine pipelines on seabed 8.2.122-129
hydrodynamic, wave-induced motions of body floating in 2-layer fluid 15.3.175-182
ice, change of water level 2.3.222-227
ice, compacting 3.2.139-142
ice, dynamic analysis 2.3.204-211
ice, high strain rate loading, fracture study of ice 14.3.182-188
ice, light piers 2.1.67-72
ice, offshore structures 2.2.129-134
in-line, combined wave and current flow on oscillating cylinders 11.2.93-98
irregular waves, cylinder 5.4.270-272
lift, marine pipeline 5.2.81-90
lift, vortex-excited vibration 8.1.66-73,13.4.266-273
Lorentz, MHD 3.4.250-257, 5.2.91-97
mean crushing force, collapse mechanism of buffer bow structure on axial crushing 15.2.147-154
random hydrodynamic 1.3.242-245
random, on slender vertical cylinder, produced by high sea waves interacting with current 15.1.21-27
random wave 1.2.115-121
random wave coefficients, numerical experiment 4.4.278-283
seepage, irregular wave, circular cylinder bottom 7.1.70-76
slamming, waves 4.2.81-88
submarine pipelines 3.1.35-42
sum-frequency 2.3.175-185
transverse 7.4.269-276
trawl 2.1.24-31
true, axial, pipelines 2.2.157-158
viscous, oscillating cylinder, roughness effect 5.3.188-197
vortex, marine cables 2.1.32-37
weak, impacting, strong asymmetric wave 6.4.291-293
Force(s), wave
axisymmetric bodies 11.4.248-253
coastal structures, horizontal plate 6.1.19-26
computational fluid dynamics 3.2.81-92
Draupner freak wave impact, field and laboratory, on vertical truncated cylinder 13.4.260-265
-exciting, tank-wall effect 1.2.101-107
free-surface fluctuation 6.1.41-46
horizontal cylinder, laboratory experiment 6.2.124-130
MOLIKPAQ platform 4.3.183-192
(and) moment, drift 11.3.176-183
(and) moment, drift, on VLFS 12.2.98-104
nonlinear, non-Gaussian analysis, offshore structure 7.3.205-211
nonlinear irregular, TLP 5.3.166-170
overtopping water 9.3.182-87
random, recent research 1.1.64-70
structure-fluid interaction 7.3.197-204
vertical circular cylinder 2.3.161-167
vertical cylinder, pile group 3.3.225-230
Forced convection: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
Forced cylinder
diffusive van der Pol oscillator, vortex shedding 5.4.256-260
oscillations 7.4.269-276
van der Pol oscillator, vortex shedding 5.4.251-255
Forced oscillation
dynamics of flexible riser, validation by forced oscillation experiments 14.2.110-117
test, roll damping of 2-D cylinders, FPSO 13.3.205-208
test; 3D effects on measured results using 2D model in narrow wave channel 20.2.88-94
Forcing
low wave number; diffusion simulation of CO2 discharged in mesoscale deep ocean by using moving-nesting grid technique 20.1.48-53
resonant 7.4.262-268
Formula
Rice 10.2.91-98
stretching, strong and weak asymmetric wave 7.3.161-167
Forward-speed effects: effects of forward speed of ship on added resistance in waves 20.3.196-203
Fossil
fuel boiler, on-site test 4.1.36-39
shell, stability, experiment 5.2.134-141
shell, stability, theory 5.1.51-57
Foundation(s)
caisson, jacket structures 4.3.223-230
load, ice-structure interaction during earthquakes 11.4.290-297
offshore, electrochemical cementation of calcareous sand 15.1.71-79
offshore, electrokinetic cementation of calcareous sand 18.1.73-80
offshore, electrokinetic strengthening 10.2.137-144
pile(s) 2.2.114-122, 9.3.226-232, 13.3.161-167, 16.1.65-72
skirted, embedded model, electrokinetic tests 12.1.64-73
skirted, load-carrying capacity enhancement by electrokinetics 13.3.182-189
skirted, shallow 9.3.214-218
suction bucket, in saturated sand; bearing capacity 15.4.300-303
surface, frozen soil, creep damage 6.2.96-103
4000 ft, deep-ocean mining and pipe 4.4.320-330
Fourier solutions 9.3.182-187, 16.3.161-167
FPSO, see Floating-production-storage-offloading system
Fractal
dimension, wave duration/persistence statistics, recording interval 12.2.108-113
pattern, properties, fractal geometry law, sea-ice cover 13.2.128-132
pattern, properties, sea-ice floes, cracks and leads 13.1.1-3, 79
Fractography, corrosion fatigue 4.3.234-240
Fracture
analysis, abrasion of concrete structures, crushing ice 6.2.144-151
assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
area, grain boundary, high-strength steel 5.1.67-71
brittle, welded T-joints 11.2.125-132
(and) buckle propagation in pipelines 9.1.30-38
glass-fiber, reinforced polymer (FRP), effect of load rate on notch toughness 15.1.54-61
hydraulic, conductors, drilling 2.4.303-308
ice, indentor, contact mechanics, BEM 7.1.16-21
mechanics and size effects in weakly cemented sand 17.4.294-300
mode, corrosion fatigue 4.3.234-240
prediction of, in wrinkled energy pipelines subjected to cyclic deformations 17.3.205-212
process zone 4.2.156-161
shear, propagating in natural gas transmission pipelines, high-performance pipeline technology feature issue 14.1.60-68
weld metal 1.3.208-211
France, deep-sea research, technology, AUV, ROV 6.4.268-274
Freak waves, see Waves, freak
Free-span(ning)
sealine 1.3.183-188
pipeline, nonlinear coupled response, impact loads 6.1.53-61
pipelines 1.3.183-188, 2.2.157-158
Free surface
flow, comparison of classical and simple free-surface Green functions 14.4.257-264
flows, comparison of classical and weakly-singular representations 15.43.241-248
flows; hybrid LS and VOF method for 3D simulation of wave breaking and overtopping 19.4.308-316
flows, multigrid technique for numerical simulations of water impact phenomena 16.4.283-289
flows, nonlinear ; computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances 18.4.292-301
flows, seabed response under waves with free-surface water flow, numerical investigation 17.2.97-104
flows, wave-current interaction in shallow flows 14.2.86-88
fluctuation, rigid vertical columns 6.1.41-46
moving disturbance 7.4.262-268
nonlinear, irregular waves 4.4.265-272
nonlinear, FEM for time domain analysis of hydroelastic response of VLFS 16.3.168-174
nonlinear flows 8.1.39-45, 8.3.173-181, 10.1.1-9, 11.3.191-193
OWC, dynamic nonlinear response 7.2.154-159
OWC, self-adaptive control mode 10.4.269-275
performance prediction of surface-piercing bodies in numerical towing tank 18.2.106-111
random vortex method (FSRVM) 8.4.241-250, 10.4.241-248
random waves 4.4.257-264
validation of numerical code by particle method for violent free-surface problems 16.4.261-267
wave diffraction, offshore structure 6.2.104-111
wave-induced motions of body floating in 2-layer fluid 15.3.175-182
waves 8.3.182-191
Free vibration analysis, offshore structures 3.3.219-224
Freedom, single degree of, analysis (SDOF), blast resistance, topside structures 7.3.212-219
Freezing
ground, gas pipelines 3.1.56-60
process, 3-D icing modeling 5.1.37-42
rainstorm, extreme loads on power line 10.3.177-181
sea and fishing port in winter, numerical calculation model 15.3.215-222
spray, vessel icing 4.2.119-126
Frequency(ies)
acceleration 11.2.106-112
coupled 9.3.201-207
diffraction-radiation wave, ship advancing through regular waves in finite water depth 16.4.241-252
domain, see topic entry below
double, wave load, compliant TLP 5.2.111-119
irregular 8.2.110-114
low, motion, floater 1.2.164-166
low, short cluster airgun array for shallow to deep crustal survey 19.1.60-65
mixed, submerged pontoon, viscous damping 5.4.241-250
natural 8.2.148-154
quadratic response 1.3.235-241
resonance, deep-ocean pipe 4.4.320-330
response 2.3.191-197
response function, quadratic 2.3.168-174
time and frequency domain analysis, ALP 4.4.298-301
waveless, development of floating body with high performance 17.1.39-46
Frequency domain
comparison of classical and simple free-surface Green functions 14.4.257-264
computation of forward-speed wave-body interactions 17.2.125-131
forward-speed seakeeping calculations 15.3.189-197
IPS (Interproject Service) 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
iterative solution 9.2.141-148
method, 2nd-order Stokes waves 4.2.89-96
OWC-shoreline devices 11.2.147-154
TLP six-degree-of-freedom model 8.1.58-65
(and) time domain analysis, ALP 4.4.298-301
validation studies of panel-free method for wave-body interaction analysis 19.4.295-299
wave energy absorption by pulsating submerged sphere of variable radius with swinging moored tension line 15.1.40-45
Friction
angle, developed, horizontal loading capacity of suction piles 12.1.56-63
angle, direct shear test, oil-contaminated sand 11.3.220-226
angle, internal, geotechnical characteristics of marine soil deposits 12.2.81-88
bottom 9.2.81-89
Coulomb, interlayer, cable vibration 15.3.229-234
grain structures in al-alloy friction stir welds observed by stop-action technique 14.4.289-295
pipeline-soil interaction, seabed characterization and models 17.3.193-204
ratio, skin, steel pile, remolded clay 5.3.235-239
skin, pile, clay 7.1.77-80
soil, angle ratio 15.2.155-159
spiral strand, wire rope, large diameter 6.3.219-226
steel cables, lay angle 7.1.54-62
stir welding, dissimilar Fe-Ni joint 16.3.228-232
stir welding, heat source models in simulation of heat flow 14.4.296-304
stir welding, joints of carbon steels, microstructural study 14.4.284-288
stir welding, residual stress evaluation for weldment of structural components using instrumented indentation technique 17.4.276-279
umbilical 3.2.143-149
unit skin, metal pile sand 2.3.234-237
welding 8.2.140-143, 8.2.144-147, 16.2.132-137
Frictional resistance; uplift behavior of under-reamed anchors in seabed 17.4.317-319
Frigg gas field, North Sea, wave duration/persistence data/statistics, recording interval, fractal dimension 12.2.108-113
Frost heave, gas pipelines 3.1.56-60
Froude-Krylov force 13.2.105-111
Froude number: LNG sloshing: characteristics and scaling laws 19.4.264-270
Frozen soil, creep damage, embedded pile 6.2.96-103
FSRVM, see Free-surface random vortex method
FSW, see Friction stir welding and Welding, friction stir
Full-size testing and analysis of X120 linepipe, high-performance pipeline technology feature issue 14.1.42-51
Fuzzy Averaging Method (approximate reasoning approach) 16.1.48-56
Fuzzy control, guidance, biology-inspired precision maneuvering of underwater vehicles, Part 3 15.2.81-87
Fuzzy sets theory, application in risk assessment 12.4.288-296
FVM (Finite Volume Method)
roll response of various hull sectional shapes using a Navier-Stokes Solver 19.1.46-51
G
Galerkin method (FEM)
dynamics of flexible riser 14.2.110-117
fluid domain 7.4.269-276
Galloping
Chinese transmission lines, analysis and categories of severe ice accidents 14.3.196-201
nutation damper 7.3.174-180
splitter-plate wake stabilization and low aspect ratio cylinder flow-induced vibration mitigation 20.3.190-195
Gap effect on transversal force acting on infinite array of cylinders 15.4.249-256
Gap, theoretical prediction, positioning and gap between parts 14.2.138-144
Gas
bubble concentration 9.3.219-225
hydrates, geologic evidence 8.1.22-29
hydrates, global warming 4.2.162-166
hydrate(s), impact of porous microstructures on their macroscopic properties 14.4.305-309
pipelines, frost heave 3.1.56-60
pipelines, high-performance technology (X120-grade steel), feature issue 14.1.2-80
pulse shielding, molten pool oscillation in TIG arc welding 14.2.145-149
Gate, range, camera, underwater, laser, viewing 6.1.1-8
Gaussian
kernel estimator, modified nonlinear Schrödinger (MNLS), ocean surface 15.3.168-174
process 8.4.258-264
quadrature, computation of forward-speed wave-body interactions in frequency domain 17.2.125-131
quadrature, validation studies of panel-free method for wave-body interaction analysis 19.4.295-299
random fields, spatial models for variability of significant wave heights in world oceans 18.1.1-7
sea 10.2.91-98, 10.3.161-169
General shear failure, pipelines 4.1.30-35
Generalized Fokker Planck equation, slow drift motion 6.2.112-123
Generator
tidal current power generation system 11.1.77-79
wave power 1.2.121-128, 4.1.76-80, 5.1.72-74, 6.1.76-80, 10.2.153-159
Genetic algorithm
IPS 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
optimal acoustic search path planning for sonar system 17.3.218-224
Geohazards; waves and other forms as evidence of geohazards in Caspian Sea 20.4.241-246
Geological survey operations, Russia, submersibles 6.4.275-277
Geometry
fractal, recording interval, wave duration/persistence statistics 12.2.108-113
harbor, hydrodynamic force, floating body 4.2.97-104
Geophysical maps, underwater navigation, autonomous vehicles 6.1.9-18
Geotechnical
centrifuge, horizontally loaded suction piles 10.3.222-228
characteristics, cobalt-rich manganese deposits 5.1.75-79
Geotechnics, penetrometer tip geometry 13.1.73-78
Geotextile tube with fine-grained materials, consolidation process 14.2.150-158
Giant waves 10.3.170-172
Gibraltar Straits, flow instability 1.2.129-136
Glass/epoxy, failure analysis 4.3.248-256
Glass-fiber composite, Izod notch toughness 13.3.232-239
Glider, gliding
disk-type underwater glider for virtual mooring and field experiment, 19.1.66-70
Global
positioning, floating OTEC plant 3.3.236-239
positioning system, acoustic tomography, ocean-interiors real-time monitoring 13.4.280-284
positioning system, cellular phone, Lagrangian drifter 12.3.213-216
positioning system, differential, ice gouge measurement strategy 12.1.34-39
scour, at pile groups 15.3.204-209
warming, gas hydrates, permafrost 4.2.162-166
GMAW, see Welding
Godunov-type
finite volume method; cut-cell model for wave scattering from cylinder in shallow water 17.4.266-269
method; well-balanced shallow flow solver for coastal simulations 20.1.41-47
Goodman, modified diagram; maximum stress and fatigue strength of drill pipe in presence of strong ocean current 20.1.15-17
Gradient, hydraulic, discharge capacity of prefabricated horizontal drains 13.2.147-153
Grain
boundary fracture area, high-strength steel 5.1.67-71
structures in al-alloy friction stir welds observed by stop-action technique 14.4.289-295
Graphite/epoxy, failure analysis 4.3.248-256
Gravel compaction pile (GPC), effect on settlement reduction in soft ground 15.3.235-240
Gravity cage, hydrodynamic behaviors of gravity cage in current and waves 19.2.97-107
Gravity coring, cobalt-rich manganese deposits 5.1.75-79
Gravity-based multicolumn structures, diffraction theory as prediction tool for airgap 16.3.175-182
Gravity-based structure (GBS) 9.4.298-306
Green growth 20.3.161-166
Green’s function, method
comparison of classical and simple free-surface 14.4.257-264
computation of forward-speed wave-body interactions in frequency domain 17.2.125-131
forward-speed seakeeping calculations in frequency domain 15.3.189-197
hydroelasticity, VLFS 1.4.307-316
validation studies of panel-free method for wave-body interaction analysis 19.4.295-299
wave, effects of irregular frequencies 8.2.110-114
wave propagation across ice-sheet crack 10.3.173-176, 12.3.157-162
wave response analysis by accelerated Green’s function method in infinite water depth 17.1.32-38
wave scattering by an infinite straight-line array of axisymmetric floes 18.4.254-262
Greenwater; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
Grid(s)
moving and nesting grid; diffusion simulation of CO2 discharged in mesoscale deep ocean by using moving-nesting grid technique 20.1.48-53
moving, chimera domain decomposition 7.4.277-284
overlapping grid method 15.3.161-167
plastic analysis method 11.4.310-314
resolution, effects on simulation of semidiurnal internal tides 17.2.105-111
Grillages, plastic analysis method 11.4.310-314
Ground
deformation, Osaka Bay area 6.2.81-90
compaction pile (SCP)-reinforced composite ground with low area replacement ratio, drained triaxial behavior 17.2.152-158
composite ground reinforced by sand compaction piles 17.3.233-239
wing deicing 5.1.32-36
Grounding(s)
commercial vessels, risk assessment 9.1.16-21
crashworthiness, ship dynamics 6.3.195-202
damage, double-hull tanker 5.4.285-293
-induced sectional force, double-hull tanker 7.2.141-145
ship, motion prediction 11.2.99-105
Group
high-run length, nonlinear random waves of finite bandwidth, statistical properties 15.1.14-20
pile, wave forces 3.3.225-230
Groups, high waves, Markov Theory 12.2.105-108
GTAW (gas tungsten arc welding)
mechanized; root bead penetration in hyperbaric GTAW of X70 pipeline 16.2.123-127
weld metal mechanical properties, X70 pipeline 16.3.233-240
Guidance and control, biology-inspired precision maneuvering of underwater vehicles, Part 3 15.2.81-87
Guide vane
impulse turbine 3.1.73-78, 4.1.76-80, 5.1.72-74, 10.2.145-152, 12.2.142-146
impulse turbine, link 6.1.76-80
Wells turbine 8.2.155-160, 10.2.145-152, 10.2.153-159, 11.1.72-76
Gulf of Mexico, ultra-deep water, well systems 2.4.241-249
Gusset plate/CHS tube joint load-deformation relationships 10.4.292-300
H
H4 control 10.3.187-194
Hamilton principle 8.2.148-154
Hand-in-Hand System, AUV localization and obstacle avoidance strategy 14.4.265-273, 14.4.274-283
Harbor(s)
entering and departing, wave-induced ship motions 15.2.117-124
entrance, ship motions, new observation system 13.2.112-119
entrance channel operation and design 8.3.200-206
tranquility, study of difficulties entering and departing harbors 15.2.117-124
U.S., groundings of commercial vessels 9.1.16-21
Hardening
anisotropic and kinematic; modeling of anisotropy of TMCP and UOE line pipes 17.4.288-293
kinematic, viscoelastic-viscoplastic constitutive model, dynamic behavior characteristics of clay in wide strain range 16.2.153-160
parameter, thick tubes, collapse 3.2.121-129
strain 1.1.27-41, 14.2.125-131
strain-aged 18.4.307-313
Hardness 8.2.140-143
HAZ: low-temperature service and temperature, sour-resistant X65 UOE line pipe 20-3.218-223
HAZ softening; material design for line pipe steel to minimize HAZ softening 18.3.204-210
HAZ toughness; material design for line pipe steel to obtain good toughness 18.3.204-210
Head, extra-low, Darrieus-type cross-flow runner 8.4.318-320
Heat
content of water incoming with Nordcapp Current, northeastern Barents Sea from early 1950s to present 17.3.161-168
generation, heat source models in simulation of heat flow in friction stir welding 14.4.296-304
transfer in oil 14.3.169-175
transfer with phase change 7.2.127-134, 7.3.226-232
treatment 8.2.140-143
treatment online process (HOP); high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process 18.4.308-313
Heat exchanger
double-fluted tube type 9.2.158-159
plate-type 9.2.158-159
Heat insulation: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
Heating
electrothermal deicing of wind turbine blades; wind tunnel study 17.3.182-188
line heating, improved inherent strain analysis for plate bending, considering phase transformation of steel 17.2.139-144
local, fatigue life extension of through-thickness crack 12.3.223-228
ropes, polyester 7.1.63-69
Heave
oscillations 8.3.173-181
-roll motion, nonlinear dynamics 3.1.26-31
ship roll, 1/f noise 5.3.225-229
vertical and horizontal square cylinder 5.3.180-187
Heavy metals
electrokinetic remediation of unsaturated soil contaminated by heavy metals―I: experimental study 20.2.140-146
electrokinetic remediation of unsaturated soil contaminated by heavy metals―II: numerical analysis 20.2.147-155
Heidrun ringing wave, ULSM/UNIOM test data 12.3.189-195
Helix, MHD, propulsion 5.2.91-97
Helmholtz decomposition, wave-current interaction in shallow flows 14.2.86-88
Heterogeneity; synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
HIC (hydrogen-induced cracking), see Hydrogen
Hierarchy, hierarchic properties of sea-ice cover 13.2.128-132
High concentration, hydrate core sample using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection―Part III 20.2.125-131
High-order asymptotic solution, nonlinear surface wave diffraction, condition at infinity 1.1.77-85
High-pressure, high-performance pipeline technology (X120-grade steel), feature issue 14.1.2-80
High seas, nonlinear response of offshore structures to 19.1.1-7
High strain capacity X60 linepipe steels with superior strain aging resistance 18.3.171-175
High-strength line pipes with enhanced deformability 20.4.298-305
High-strength steel(s)
buckling resistance of high-strength UOE linepipes used in strain-based design applications 18.3.176-182
high-performance pipeline technology (X120-grade steel), feature issue 14.1.2-80
strain-based design, recent advances in curved wide plate testing and implications 18.3.161-170
stress corrosion cracking 5.1.67-71, 14.1.2-10
High voltage
atmospheric icing, crystallography 7.1.13-15
ice accretion 4.1.40-47
iced insulators 2.4.297-302
High waves, groups, Markov Theory 12.2.105-108
Higher-order boundary element(s) method (HOBEM)
drift forces 3.2.101-106
hydrodynamic loadings 1.1.8-17
nonlinear waves 4.3.174-182
responses of barge-mounted platform in waves and currents 9.4.283-292
TLP 4.4.284-291
wave load, compliant TLP 5.2.111-119
Higher-order performance index 9.2.141-148
Higher-order spectra, estimation of nonlinear Volterra models 13.1.12-20
Hinge
connector, large floating multiple connected structure, hydrodynamic interaction 5.3.204-211
plastic, plastic collapse of grillage or grids under point load 11.4.310-314
Historical review 9.1.1-9
HOBEM, see BEM higher-order
Hockling, loop formation by low-tension cable under torsion 12.3.217-222
Hopkinson Bar, glass-fiber, reinforced polymer (FRP), effect of load rate 15.1.54-61
Horizontal
cylinder, submerged, nonlinear Froude-Krylov forces 13.2.105-111
cylinder, submerged, nonlinear wave reflections, transmissions 13.1.29-37
cylinder, wave force, laboratory experiment 6.2.124-130
cylinder, wave loading 1.4.247-254
drains, prefabricated, discharge capacity 13.2.147-153
large cylinders, wave impacts 4.1.23-29
members, wave forces 4.3.212-218
plate, coastal structures, wave forces 6.1.19-26
resistance, suction piles 12.1.56-63
square cylinder, added mass, radiation damping 5.3.180-187
subgrade reaction, pile 3.2.156-160
time domain analysis of hydroelastic response of VLFS considering horizontal motion 18.1.21-26
(and) vertical oscillations, vertical circular cylinder 4.1.11-17
Hot-brine injection; methane hydrate reformation under dissociation process 20.1.68-71
Hot-spot stress(es)
analysis procedure, ships and FPSO units 12.1.40-47
design curves for fatigue assessment of welded structures 12.2.134-141
SCFs and fatigue design of multiplanar tubular DT joints 12.4.305-310
tubular joint 2.2.141-146
welded joints, ultrasonic peening 6.4.304-307
Hot tap applications, evaluation of welding procedures and consumables for hyperbaric GMAW for diverless retrofit tee hot-tap applications 18.3.149-155
Hot-water injection
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
Huge circular island, 2nd-order long wave 2.1.54-60
Hughes Glomar Explorer, with 5000-m-long, heavy-lift pipe deployed; full-scale, coupled ship and pipe motions measured in North Pacific Ocean 20.1.1-6
Hull
double-, structures, post-buckling strength 13.3.209-215
girder ultimate strength; structural reliability analysis for assessment of ULS of ship’s hull—case study 20.4.306-312
/mooring coupled dynamic analysis 11.1.42-54
/mooring/riser coupled analysis 20.2.95-102
roll response of various hull sectional shapes using a Navier-Stokes Solver 19.1.46-51
ship, corrosion, failure rate, fatigue, weldments 2.2.135-140
Hummocks, ice ridges, Eastern Barents Sea, May 2003 Expedition data 15.1.28-33
Hung-off; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion 20.1.7-14
Hybrid
integral-equation method, wave-induced motion 1.2.146-153
wave model, slow-drift motion, compliant offshore structures 7.2.119-126
Hydrate(s)
core sample, dissociation behavior using thermodynamic inhibitor―Part I 16.1.5-9
core sample, dissociation behavior using thermodynamic inhibitor, experimental investigation using long core samples―Part II 18.2.156-159
core sample, dissociation behavior, using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection―Part III 20.2.125-131
gas, impact of porous microstructures on their macroscopic properties 14.4.305-309
Hydrates, reservoirs
formation from nucleation theory, kinetics 12.4.256-263
geologic evidence 8.1.22-29
global warming 4.2.162-166
Hydraulic
conductivity, coarse sand 2.4.318-320
fracture, conductors, drilling 2.4.303-308
gradient, discharge capacity of prefabricated horizontal drains 13.2.147-153
gradient; solid-liquid flow experiment with real and artificial manganese nodules in flexible hoses 19.1.77-79
lifter, waterjet, manganese nodule collector 11.3.237-239
Hydrodynamic(s)
coefficients, OWC-shoreline devices 11.2.147-154
coefficients, sway and roll hydrodynamics of cylindrical sections 13.4.241-248
coefficients, VLFS 1.4.307-316
damping, fluid-structure interaction 3.2.107-114, 7.3.197-204
drag, marine cables 1.1.18-26
elliptical disk, submerged 6.1.35-40
force, circular cylinder 1.4.279-283
force, conductor pipes 4.3.231-233
force, floating body, harbor geometry 4.2.97-104
force, wave-induced motions of body floating in 2-layer fluid 15.3.175-182
forces, nonlinear 4.3.174-182
forces, on submarine pipelines on seabed 8.2.122-129
frequency response 2.3.191-197
hydrostatic, and fluctuating, strong asymmetric wave 6.4.291-293
impact; sensitivity study on computational parameters for prediction of slosh-induced impact pressure 16.2.104-111
instabilities, optimization of vortex shedding in 3-D wakes using belt actuators 15.1.7-13
interaction, fixed and floating cylinder 8.1.46-50
interaction, near resonance of diffraction waves by array of plates 11.4.254-260
interaction, VLFS 11.3.176-183
interactions, large floating multiple connected structure 5.3.204-211
interactions, VLFS, drift force and moment 12.2.98-104
interference, vertical piggyback cylinders in regular waves 12.4.249-255
load, ocean platform 1.2.146-153
loadings, boundary element method 1.1.8-17
LNG sloshing: characteristics and scaling laws 19.4.264-270
MOLIKPAQ platform 4.3.183-192
mooring, cable 1.3.176-182
moving source, ice, internal wave manifestation 7.2.81-88
offshore structures 2.4.251-261, 4.2.81-88
OWC, dynamic nonlinear response 7.2.154-159
pile-restrained floating breakwater 8.4.265-269
pressure, ice and earthquake loads on structure in Okhotsk Sea 11.4.298-303
random forces 1.3.242-245
random waves 1.4.2 55-263, 4.4.257-264
ROV, air-sea interface 6.3.177-183
Smoothed Particle Hydrodynamics, see SPH SPH
tension leg platform, review 3.4.241-249
underwater vehicles 2.3.198-203
unsteady vehicle motions, control, in-line force model search 10.4.249-254
wave basins 5.1.1-9
wave forces, horizontal plate 6.1.19-26
Hydroelastic, hydroelasticity
aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
floating artificial island in waves 9.1.39-47
floating island, solitary wave, tsunami 6.3.171-176
linear wave, scattering by circular elastic plate 14.2.81-85
motions and drift sources of VLMOS (Very Large Mobile Offshore Structure) 15.3.183-188
multimodule mobile offshore base 9.2.126-133
response, cylindrical shell structures, earthquakes in ice-covered seas 13.1.4-11
response, mega-float structure, stress analysis 12.1.48-55
response of VLFS, FEM for time domain analysis, with fully nonlinear free-surface conditions 16.3.168-174
ringing response of vertical cylinder in breaking wave groups 9.4.276-282
sealine 1.3.183-188
synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
time domain analysis of hydroelastic response of VLFS considering horizontal motion 18.1.21-26
VLFS 1.4.307-316, 10.2.81-90
VLFS applications of fast multipole method for wave diffraction-radiation problems 16.4.253-260
Hydrofoil, submerged, free-surface flow 10.4.263-268
Hydrogen
content, crack nucleation time 4.2.151-155
embrittlement, fractography 4.3.234-240
HIC (hydrogen-induced cracking): Low-temperature service and temperature, sour-resistant X65 UOE line pipe 20-3.218-223
Hydrostatic
hydrodynamic, and fluctuating, strong asymmetric wave 6.4.291-293
pressure, spherical shell 1.4.284-292
Hyperbaric (underwater) welding
evaluation of welding procedures and consumables for hyperbaric GMAW for diverless retrofit tee hot-tap applications 18.2.149-155
gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties 20.2.110-117
root bead penetration in hyperbaric GTAW of X70 pipeline 16.2.123-127
weld metal mechanical properties of X70 pipeline 16.3.233-240
Hysteresis, biplane axial turbine 1.2.122-128
I
Ice
accidents, Chinese transmission lines, analysis and characteristics 14.3.196-201
accretion, analytical modeling, dry ice accretion shapes 12.3.178-183
accretion, insulators, flashover 2.3.228-233
accretion, 3-D modeling 5.1.37-42
adhesion to oil 7.4.246-253
advection, arches, flow of ice through converging channels 16.4.268-273
bar, uniaxial viscoelastic 2.2.129-134
brash ice channel tests and modeling with CCGS Terry Fox 19.3.206-213
brash, oil spills 3.4.306-312, 5.2.127-133
breaking, nonstationary movement of load 9.4.293-297
breaking vessels (supply, tug, research, passenger car/ferries), recent trend in design parameters of ice-transiting vessels 18.4.282-287
brittle indentation, failure 2.3.212-221
characteristics 1.1.53-57
columnar 2.3.212-221
compressive strength, high strain rate loading, fracture study of ice 14.3.182-188
concentration, air-ice drag coefficient due to ice surface roughness 12.2.121-125
concentration, flow of ice through converging channels 16.4.268-273
conditions, severe; formation in northeastern Barents Sea from early 1950s to present 17.3.161-168
conical, model testing 3.4.313-321
converging channels, flow of ice 16.4.268-273
-coupled waves 12.3.157-162, 18.4.263-270
cover, conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present 17.3.161-168
cover, crack 1.3.212-219
cover, dynamics 3.1.51-55
cover extent, estimations of some components of ice conditions in Northeastern Barents Sea 16.4.274-282
cover flexural oscillations 11.1.1-8
cover, mobile, moored oceanographic profiler (ICYCLER) 14.3.176-181
cover, nonstationary movement of load 9.4.293-297
-covered insulators, flashover 6.4.298-303
-covered seas, cylindrical shell structures and earthquake force 13.1.4-11
creep, failure, model, strength 3.2.130-138
crystals, insulators, high voltage 2.4.297-302
damage probability 10.4.285-291
deflections, ship wave wake 7.1.1-12, 7.2.81-88
deformation, correlation, noise wind, temperature 6.2.152-158
density, flexural strength of drifting first-year ice in Barents Sea 17.3.169-175
dome spanning 20~30 m, field experiment 12.4.264-270
drafts; ice and ocean mooring data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago 18.4.277-281
drifting, with corrugated underside 10.1.41-49
dynamic response, high strain rate loading, fracture study of ice 14.3.182-188
dynamics, jam, river, numerical simulation 3.4.328-332
effect, surface waves of finite amplitude 9.3.161-166
event recurrence, Québec 11.1.9-15
excursion distribution of crushing, abrasion of concrete structures 6.2.144-151
failure 2.3.204-211
flexural deformations, internal wave manifestations, ship wave wake 7.2.81-88
flexural deformations, precursors, strain, ship wave wake 7.1.1-12
flexural strength 1.1.53-57, 17.3.169-175
floes, see topic entry below
flow, see Flow of ice
force(s) 2.1.67-72, 2.2.129-134, 2.3.204-211, 14.3.182-188
forces, change of water level, multilegged structure 2.3.222-227
formation, estimations of some components of ice conditions in northeastern Barents Sea 16.4.274-282
gouging, ice keels on seafloor, measurement strategy 12.1.34-39
growth, sea and port freezing in winter, numerical calculation model 15.3.215-222
impact, high strain rate loading, fracture study of ice 14.3.182-188
indentor, contact mechanics, BEM 7.1.16-21
-induced damage 10.4.285-291
-induced vibrations 2.3.204-211
instrumentation 9.1.62-67
lateral confinement, continuum damage, impact 5.1.23-31
level, flow of ice through converging channels 16.4.268-273
load(s), see topic entry below
measurement, growth and melt, Labrador pack ice 9.1.62-67
melting, sea and port freezing in winter, numerical calculation model 15.3.215-222
mobile ice cover, moored oceanographic profiler (ICYCLER) 14.3.176-181
multi-year, physical properties 1.1.53-57
navigation, safe speeds, operational-risk criteria 10.4.285-291
old ice; spreading in Barents Sea 20.1.54-60
pack, Gulf of St. Lawrence, surface roughness 12.2.121-125
pack, Labrador 9.1.62-67
phases of ice phenomena, estimations of some components of ice conditions in northeastern Barents Sea 16.4.274-282
porosity; flexural strength of drifting first-year ice in Barents Sea 17.3.169-175
residency period, statistical analysis of field data, Québec occurrence 11.1.9-15
residual ice; conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present 17.3.161-168
response of armoured riser to wave and ice actions, and ice-block impacts 15.4.282-291
ridged, flow of ice through converging channels 16.4.268-273
roughness, surface, air-ice drag coefficient 12.2.121-125
rubble, ground; ice model tests of caisson platform in shallow water 17.4.270-275
safe speeds, operational-risk criteria 10.4.285-291
salinity; flexural strength of drifting first-year ice in Barents Sea 17.3.169-175
sea ice, see topic entry below
sheet, crack 10.3.173-176, 12.3.157-162
sheet, ice-structure interaction during earthquakes 11.4.290-297
sheet, indentation pressure 5.4.279-284
sheet, indentation test 8.3.161-166
sheet, infinite and inhomogeneous, and oblique crack 12.3.157-162
-strengthened, cargo vessels; recent trend in design parameters of ice-transiting vessels 18.4.282-287
-strengthened, design of side structure 15.3.210-214
stress 2.3.212-221
structure interaction 2.3.204-211
tank, ice and earthquake loads on structure in Sea of Okhotsk 11.4.298-303
tank, modeling of brash ice channel and tests with model CCGS Terry Fox 19.3.206-213
temperature effects, high strain rate loading, fracture study of ice 14.3.182-188
temperature; flexural strength of drifting first-year ice in Barents Sea 17.3.169-175
thickness 9.1.62-67, 16.4.268-273
topography, bottom 10.1.41-49
transiting vessels (supply, tug, research, passenger car/ferries), recent trend in design parameters 18.4.282-287
velocities, ice and ocean mooring data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago 18.4.277-281
viscoelastic ice plate, mathematical modeling of shock loading 16.1.1-4
Ice floe(s)
flexure 3.4.322-327
fractal properties 13.1.1-3
run-up caused by tsunami in Sea of Okhotsk 15.1.34-39
spreading of old ice in Barents Sea 20.1.54-60
Ice, load(s)
computer simulation, offshore structures 2.2.123-128
design equation, failure criterion, mechanical behavior 4.1.53-61
design of side structure of ice-strengthened tankers 15.3.210-214
equation for level ice sheet 12.3.171-177
factors affecting, field indentation test 11.3.161-167
high strain rate loading, fracture study of ice 14.3.182-188
ice-sheet effect on 8.3.161-166
ice-structure interaction during earthquakes 11.4.290-297
limit-force and design 8.1.16-21
model tests of caisson platform in shallow water 17.4.270-275
modeling, dry ice accretion shapes 12.3.178-183
operational-risk criteria 10.4.285-291
overhead power line 10.3.177-181
pressure, nonsimultaneous crushing 6.2.138-143
rubble, ground; ice model tests of caisson platform in shallow water 17.4.270-275
shock loading, instantaneous impulsive load, mathematical modeling of 16.1.1-4
structure in Okhotsk Sea 11.4.298-303
Ice, sea
Barents Sea, ice ridges, hummocks, May 2003 Expedition data 15.1.28-33
Barents Sea, spreading of old ice 20.1.54-60
characteristics 1.1.53-57
cover, modeling annual variation in Baffin Bay 17.3.176-181
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
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
modeling annual variation of sea-ice cover in Baffin Bay 17.3.176-181
Okhotsk Sea, ice floe run-up caused by tsunami 15.1.34-39
scattering and damping of ice-coupled waves 18.4.263-270
seasonal variations 1.1.53-57
Iceberg
collision risk, production, trajectories 4.1.48-52
design load calculations for impacts 9.4.298-306
drift and forecasting, operational model 15.2.125-131
wave-iceberg load combination factor 8.1.1-8
Icebreaker(s)
design parameters of ice-transiting vessels 18.4.282-287
testing and analysis 10.1.34-40
Iced insulators
flashover 2.3.228-233, 4.2.112-118
high voltage 2.4.297-302
Icicle(s)
insulators 2.4.297-302
morphogenetic modeling, transmission lines, freezing rain 11.1.16-22
3-D icing modeling 5.1.37-42
Icing
atmospheric, crystallography, high voltage 7.1.13-15
atmospheric, ground wing deicing 5.1.32-36
atmospheric, rate, device 5.1.43-50
atmospheric, wet 8.3.167-172
atmospheric, wind speed and wind-on-ice loads 11.1.9-15
electothermal deicing/heating of wind turbine blades; wind tunnel study 17.3.182-188
modeling, morphogenetic, wet ice accretions on transmission lines 11.1.16-22
modeling, 3-D 5.1.37-42
modeling of ice load, dry ice accretion shapes 12.3.178-183
numerical model, vessel 4.2.119-126
transmission lines, China, characteristics and analysis of severe ice accidents 14.3.196-201
ICYCLER (moored oceanographic profiler to measure surface-layer water properties under mobile ice cover) 14.3.176-181
Idealized Structural Unit Method, see ISUM
Identification
modal parameter; temperature effect on vibration characteristics of laminated beam 20.2.118-124
system, cable dynamics 2.1.38-45
system, nonlinear, Volterra models in offshore engineering 13.1.12-20
Illite, creep behavior of deep-sea and island clays at room and elevated temperatures 15.1.65-70
Ill-posed problem, cable compression 3.3.168-171
Illumination, pulsed, underwater, laser, viewing 6.1.1-9
ILS (Instrument Landing System), Mega-Float Phase-II Model 13.4.254-259
Image processing
automatic position-adjustable elevator for workboat 16.3.202-209
X-ray radiographic, weld defects 5.2.142-146
Impact(s)(ing)
continuum damage, ice 5.1.23-31
cylindrical shell, local damage 2.2.147-152
dynamics: LNG tank sloshing assessment methodology―the new generation 19.4.241-253
force, Draupner freak wave impact, field and laboratory, on vertical truncated cylinder 13.4.260-265
force, weak, strong asymmetric wave 6.4.291-293
ice, high strain rate loading, fracture study of ice 14.3.182-188
iceberg 9.4.298-306
influence of DR between liquid and gas on sloshing model test results 19.4.271-279
hydro-elastic: simulations of hydro-elastic impacts using parallel SPH model 20.3.181-189
liquid: LNG sloshing: characteristics and scaling laws 19.4.264-270
loads, free-span pipeline 6.1.53-61
(and) nonimpact, strong and weak asymmetric wave, rise and fall time 7.3.161-167
(and) nonimpact, strong and weak asymmetric wave, springing and ringing 7.1.28-35, 8.2.81-89
notched, glass-fiber, reinforced polymer (FRP), effect of load rate on notch toughness 15.1.54-61
pressure, probability density function; effect of bow flare shape on water impact pressure 16.2.112-117
pressure, slamming, on VLFS 12.1.9-15
pressure, slosh-induced; sensitivity study on computational parameters for prediction 16.2.104-111
pressure, sloshing, LNG carrier 5.1.10-15
pressure, water; effect of bow flare shape 16.2.112-117
pressures, wave, cylinder 1.2.94-100
process, strong asymmetric wave 6.4.291-293
tests on steel and aluminum plates in low-velocity regime 9.1.10-15
vertical plate vibration and generation of transient waves by wave impact; nonlinear solution 19.3.189-197
wave impact pressure calculations by improved SPH methods 19.4.300-307
wave impact; numerical simulation of strongly nonlinear wave-ship interaction by CIP-based Cartesian grid method 20.2.81-87
wave slamming of FPSO bow, mitigation 12.4.297-304
Impeller, control, anti-rolling tank 5.1.17-22
Imperfect saturation influence on deformation characteristics and pore water pressure buildup under cyclic loading for sand 20.2.132-139
Implantation, sensor, deep ocean 6.4.255-261
Implicit schemes, 2-D mooring dynamics 10.4.301-309
Implosion, double-wall pipe, finite element method 4.2.142-150
Importance sampling scheme 9.4.298-306
Improved Incompressible SPH, see SPH
Improvement, energy efficiency 20.3.161-166
Impulse
turbine 2.3.238-240, 3.1.73-78, 4.1.76-80, 5.1.72-74, 10.2.145-152, 2.2.142-146
waves 4.2.81-88
In situ, rest time, soft clay 1.3.195-199
Inclination angle
lifting analysis for heavy ship-hull blocks using 4 cranes 15.1.62-64
measurements 7.4.246-253
Inclined
angle 1.4.279-283
load, vertical pile, clay 3.3.231-235
Inclusion formation, thermodynamic analysis for weld microstructure control 16.2.128-131
Incomel 625 wire; hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties 20.2.110-117
Indentation
bow, ship collision 10.3.217-221
instrumented indentation technique, residual stress evaluation for weldment of structural components 17.4.276-279
pressure, ice sheet 5.4.279-284
test, ice load, JOIA project, Lake Notoro, Hokkaido 11.3.161-167
test, ice sheet 8.3.161-166
wire, cable 4.4.340-345
Indentor, ice, contact mechanics, BEM 7.1.16-21
Index
compression; compressibility for normally consolidated clays using PCPT dissipation results 20.3.233-240
higher-order performance 9.2.141-148
Interaction Index: LNG sloshing: characteristics and scaling laws 19.4.264-270
plasticity, marine clay 12.2.81-88
plasticity, soft clay 1.3.195-199
reliability, reinforced concrete offshore structures under extreme wave loading 16.2.138-145
Inertia, inertial
forces on wave-induced seabed response 9.4.307-313
loading 1.4.247-254
measurement unit 15.2.88-95
navigation system, advanced technologies for cruising AUV Urashima 18.2.81-90
oscillatory 1.3.242-245
rotary-inertia moments; loads on tie-down systems for floating drilling rigs during hurricane conditions 20.2.95-102
Inertial and drag force, wave, horizontal members 4.3.212-218
Infinite water depth
vertical and horizontal square cylinder, added mass, radiation damping 5.3.180-187
wave response analysis by accelerated Green’s function method 17.1.32-38
Infragravity waves, see Wave(s), long
Infrastructure systems, laterally loaded long piles in soft clay 13.3.169-174
Inherent strain
analysis for plate bending by line heating considering phase transformation of steel 17.2.139-144
new computational mechanics for ships and offshore engineering from construction to structural collapse 17.4.241-253
Inhibitor
thermodynamic; natural gas hydrate, dissociation behavior using thermodynamic inhibitor―Part I 16.1.5-9
thermodynamic; natural gas hydrate, dissociation behavior using thermodynamic inhibitor, experimental investigation using long core samples―Part II 18.2.156-159
thermodynamic; natural gas hydrate, dissociation behavior, using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection―Part III 20.2.125-131
Initial ovality, thick tubes, collapse 3.2.121-129
Injection, hot-brine; methane hydrate reformation under dissociation process 20.1.68-71
Injection, hot-water
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
Injection, momentum
D-section structural member 5.3.161-165
drag reduction of barge-like structure 13.2.81-87
square prism 6.3.161-170
In-line force, combined wave and current flow on oscillating cylinders 11.2.93-98
Input-output model
semi-empirical universal nonlinear, nonlinear response of offshore structures to high seas 19.1.1-7
vertical response of offshore structures to nonlinear waves (a review) 17.2.81-88
Inspection
CAD 1.3.228-234
reliability of marine structures, from Alexander Kielland accident to life cycle assessment 17.1.1-21
pipelines subjected to carbon dioxide corrosion 10.2.123-130
rapid inspection of underwater structures by multi-AUV system with smart cable 14.4.265-273, 14.4.274-283
risk-based, planning applied to 14 steel jacket structures 11.1.64-71
Instability(ies)
axial; soil-pipeline interaction along active fault systems 18.3.211-219
convective, water wave, wind induced 5.4.273-278
cylinders, wake-induced instability 12.1.31-33
flow-induced 6.3.161-170
fluid-structure interaction 1.3.167-175
hydrodynamic, optimization of vortex shedding in 3-D wakes using belt actuators 15.1.7-13
plastic, strength criteria, analytic predictions of failure pressure in line pipes 14.2.125-131
seabed, earthquake, wave, review 7.3.220-225
ship 4.2.105-111
tensile: simulations of hydro-elastic impacts using parallel SPH model 20.3.181-189
Installation; numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis 20.4.313-320
Installation method, caisson foundation 4.3.223-230
Instrumentation
cylindrical diaphragm wall movement during deep excavation 13.4.285-292
field, assessment of offshore land reclamation works 14.4.315-320
Instrumented indentation technique, residual stress evaluation for weldment of structural components 17.4.276-279
Insulation, heat: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
Insulation, insulators
H.V. 8.3.167-172
iced, accretion, flashover 2.3.228-233, 4.2.112-118, 6.4.298-303, 8.3.167-172
reliability-based methodology for sloshing assessment of membrane LNG vessels 19.4.254-263
outdoor, high altitude, DC flashover process on ice surface 11.4.304-309
Intake/discharge flow, floating OTEC plant 3.3.236-239
Integral equation(s)
interaction, plate shell fluid-structure 4.1.6-10
J-integral, welded T-joints 11.2.125-132
method 8.2.110-114
method, offshore structure 1.2.101-107
model, flexural-gravity wave propagation in inhomogeneous sea ice sheet 14.3.161-168
Intensity
apparent stress factor, crack nucleation time, electrode potential 1.4.151-155
stress, factor, application of p-version FEM 13.2.133-138
Interaction(s)
air-sea, phenomena 12.4.237-242
bottom, touchdown region of catenary moorings 11.4.273-281
diagram, failure-envelope, footing, shallow, sand 6.1.62-67
effects on wave diffraction-radiation 8.2.102-109
experiments for modeling internal fluid effect on hung-off rigid riser under axial motion 20.1.7-14
fluid-body 8.4.251-257
fluid-structure, see topic entry below
gas-liquid interaction, numerical model of 2-D multiphase flow 15.3.198-203
hydrodynamic, fixed and floating cylinder 8.1.46-50
hydrodynamic, large floating multiple connected structure 5.204-211
hydrodynamic, near resonance of diffraction waves by array of plates 11.4.254-260
hydrodynamic, VLFS 11.3.176-183
hydrodynamic, VLFS, drift force and moment 12.2.98-104
Index: LNG sloshing: characteristics and scaling laws 19.4.264-270
jet-wall interaction in shallow waters 17.3.213-217
nonlinear, time domain, TLP 4.4.284-291
nonlinear pile-soil 13.3.169-174, 13.4.293-300
wave-jet, mathematical model development and experimental results 17.2.119-124
oil-ice 3.4.306-312, 5.2.127-133, 7.4.246-253
pipeline-soil, seabed characterization and models 17.3.193-204
soil-caisson, numerical analyis of suction caissons in clay 13.2.154-159
soil-structure, pipelines 9.1.22-29
soil-structure interaction systems, nonlinear 13.3.169-174
solid-liquid-gas interaction, numerical model of 2-D multiphase flow 15.3.198-203
structure, ice 2.3.204-211
2-body 8.1.46-50
wave(s), see topic entry below
Interaction(s), fluid-structure
aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
bottom, surface-mooring dynamics 10.3.200-208
hydrodynamic damping 7.3.197-204
mooring lines 7.1.48-53
multimodule mobile offshore base 9.2.126-133
seabed response under waves with free-surface water flow, numerical investigation 17.2.97-104
shell, plate 4.1.6-10
vertical plate vibration and generation of transient waves by wave impact; nonlinear solution 19.3.189-197
vibration analysis of axisymmetric multi-layer liquid-filled cylindrical containers using RD-finite element method 18.1.43-49
vortex-excited vibration 8.1.66-73, 13.4.266-273
wave-current, and 3.2.107-114
wave-soil-structure 11.2.99-105
wave-structure 11.3.194-201
Interaction(s), wave(s)
-body 8.1.39-45, 8.3.173-181, 14.3.210-217
-current interaction for waves propagating against currents 17.4.259-265
-current, vertical cylinder , pile group 3.3.225-230
current bodies at forward speed 1.1.58-63
optimum, between incident wave and wave-energy converters 12.2.147-155
-structure 12.3.196-205
-structure, submerged elliptical disk 6.1.35-40
-structure-foundation, dynamic 8.1.30-38
wave focusing 6.2.131-137
wave-jet nonlinear: mathematical model development and experimental results 17.2.119-124
wave-structure interaction; wave run-up and response spectrum for wave scattering from a cylinder 19.3.183-188.
wave-topographic, internal wave energetics on shelf break 17.1.22-29
wave, with fixed vertical circular cylinder, numerical investigation 14.3.202-209
-wave, slow-drift motion, compliant offshore structures 7.2.119-126
wind wave and swell 12.4.237-242
Interface
air-sea, ROV, maneuvering 6.3.177-183
behavior, pile foundations 2.2.114-122
capturing, wave interaction with fixed vertical circular cylinder, numerical investigation 14.3.202-209
element, theoretical prediction, positioning and gap between parts 14.2.138-144
metallography of dissimilar Fe-Ni joint by friction stir welding 16.3.228-232
tracking, wave interaction with fixed vertical circular cylinder, numerical investigation 14.3.202-209
wave-induced motions of body floating in 2-layer fluid 15.3.175-182
Interference
hydrodynamic, piggyback risers in regular waves 12.4.249-255
wake 12.1.31-33, 19.2.108-114
Intermittent submergence, horizontal members, wave forces 4.3.212-218
Internal
fluid; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion 20.1.7-14
tides, effects of grid resolution on simulation 17.2.105-111
wave manifestations, ice flexural deformations, ship wave wake 7.2.81-88
Intrinsic coordinate elements 10.1.57-63
Inundation effect, wave forces on jack-up platforms 11.2.87-92
Invar edges, raised, influence on sloshing impact pressures 19.4.280-285
Inverse end bearing factor; numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis 20.4.313-320
Inverse filtering 1.1.1-7
Investigation, soil 9.2.105-111
Ions, automatic measurement of dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method 19.1.71-76
IPS (Interproject Service) 2-body wave energy converter: Acceleration tube optimization 20.4.242-255
Irregular waves
dynamic structural analysis 7.4.301-307
forces, cylinder 5.4.270-272
high Reynolds number 8.4.273-279
IPS (Interproject Service) 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
nonlinear, TLP 5.3.166-170
numerical wave tank 4.4.265-272
seepage force, circular cylinder bottom 7.1.70-76
short-crested, Mega-Float Phase-II Model 13.4.254-259
simulation of, floating platform dynamics 7.3.189-196
vertical circular cylinder 4.3.206-211
Island(s)
floating, solitary wave, tsunami 6.3.171-176
floating artificial, in waves 9.1.39-47
huge circular 2.1.54-60
manmade, Kobe Port, Great Hanshin Earthquake, 1995 10.1.64-72
manmade, Osaka Bay area 6.2.81-90
ISOPE Conferences, Award Recipients, 1993, 1994, 1995 5.4.319
Isothermal holding, solidification of Nb-Ti bearing HSLA steels 14.2.132-137
Isotropy, spatial models for variability of significant wave heights in world oceans 18.1.1-7
ISSC TLP 8.2.81-89
ISUM (Idealized Structural Unit Method) 1.1.27-41, 13.3.224-231, 17.4.241-253
Iterative learning control for underwater robots 13.2.120-127
Izod notch toughness
glass-fiber, reinforced polymer (FRP), effect of load rate 15.1.54-61
pultruded glass-fiber composite 13.3.232-239
J
J driving force, development of girth weld flaw assessment procedures for pipelines subjected to plastic straining 18.3.183-187
J-integral, welded T-joints 11.2.125-132
Jacket
platform, drilling derrick, structural dynamics 6.3.184-194
platform, earthquake response 1.3.220-227
structure, offshore, modal analysis, damage detection 5.1.58-66
structures, caisson foundation 4.3.223-230
Jack-up platforms, inundation effect of wave forces 11.2.87-92
Jam, ice, dynamics 3.4.328-332
Jet-wall interaction in shallow waters 17.3.213-217
Jetting, thermal conductivity of deepwater offshore sediments 14.4.310-314
Jin S. Chung Award Lecture 2008: Nonlinear response of offshore structures to high seas 19.1.1-7
JOIA project
Lake Notoro, Hokkaido, ice-load indentation test 11.3.161-167
Medium Scale Field Indentation tests (MSFIT) 12.3.171-177
Joint(s)
aluminum alloy, applied positioning-controlled friction welding process 16.2.132-137
carbon steel, friction stir welding, microstructural study 14.4.284-288
circular hollow section X-joints, X-joints, effect of chord load on ultimate strength 17.4.301-308
elastic, axial dampers, vertical pipe, deep-ocean mining 7.1.36-43
elastic, vertical pipe, modeling, dynamic and static responses 6.3.203-211
K-, tubular girders 10.1.50-56
K gap joints of rectangular hollow sections, chord stress functions 17.3.225-232
model 1.1.27-41
multiplanar 1.1.44-52, 1.3.200-207
multiplanar, ultimate capacity, comparison with code predictions 4.2.134-141
rectangular hollow section (RHS), chord stress functions of K gap joints 17.3.225-232
stiffness, strength 1.1.44-52
strength 8.2.140-143
T-joint(s) 9.3.195-200, 11.2.125-132
TT-, multiplanar tubular steel, overall bending chord 5.4.308-316
tubular 1.3.200-207, 2.1.1-6
tubular, effect of chord load on ultimate strength of CHS X-joints 17.4.301-308
tubular, fatigue crack growth, life 4.3.241-247
tubular, fatigue life 2.2.141-146
tubular, girders 10.1.50-56
tubular; joints between plates or I sections and a CHS chord 19.3.232-239
tubular, multiplanar, ultimate behavior, capacity 3.1.43-50
tubular, multiplanar DT joints, SCFs and fatigue design 12.4.305-310
uniplanar 1.1.44-52, 2.1.1-6
welded, fatigue strength assessment, ships and FPSO units 12.1.40-47
welded, ultrasonic peening 6.4.304-307
X-joints 1.1.44-52, 1.3.200-207, 2.1.1-6, 17.4.301-308
JONSWAP frequency spectrum 8.4.258-264, 9.3.188-194