IJOPE Subject Index A-E
A
ABIC, Bayesian estimation of directional wave spectra for ship guidance system 12.1.25-30
ABS (American Bureau of Shipping) SafeHull guide, grounding, double-hull tanker 7.2.141-145
Abrasion of concrete structures, excursion distribution of crushing ice 6.2.144-151
Absorber
optimum conditions, vibration control, pipe string 4.1.62-67
vibration, pipe string, cobalt crust 2.4.309-317
wave-absorber, generation and absorption in wave basins: theory and application 16.2.81-89
Absorbing efficiency, ship-bridge pier collision, new material protective device 10.3.217-221
Absorption
condition, time domain 11.3.168-178
waves, numerical wave tank 11.3.168-175, 19.3.189-197
Acceleration
frequency 11.2.106-112
potential 8.4.251-257
vertical 11.2.106-112
Accidents, Chinese transmission lines, analysis of severe ice accidents 14.3.196-201
Accretion, ice
analytical modeling of ice load, dry ice accretion shapes 12.3.178-183
high-voltage 4.1.40-47
insulators, flashover 2.3.228-233
3-D modeling 5.1.37-42
Accuracy and convergence; computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances 18.4.292-301
Acicular ferrite, thermodynamic analysis of inclusion formation for weld microstructure control 16.2.128-131
Acoustic tomography, real-time acoustic monitoring of ocean interiors 13.4.280-284
Acoustics, noise, correlation, wind temperature, ice deformation 6.2.152-158
Action, storm wave, silts, liquefaction 6.4.308-312
Activated control, anti-rolling tank 5.1.17-22
Actuators, fins; amphibious robot 20.3.175-180
ADCP and ULS mooring data 18.4.277-281
Added mass
and damping 1.2.101-107
and damping coefficient, 3D effects on measured results using a 2D model in narrow wave channel 20.2.88-94
coefficient(s), drag 1.2.154-160, 1.4.264-269, 1.4.270-278, 2.2.81-86
collision 1.4.293-299
low-frequency, semisubmersible 3.1.17-25
nonlinear waves 4.3.174-182
offshore structures 2.4.251-261, 3.2.107-114
vertical circular cylinder 4.1.11-17
vertical and horizontal square cylinder 5.3.180-187
Added resistance: effects of forward speed of ship on added resistance in waves 20.3.196-203
Adhesion, oil and ice 7.4.246-253
Adjoint method for nonlinear system, sensitivity theory analysis 13.3.169-174
Adsorption, kinetics of hydrate formation 12.4.256-263
Advancing surface disturbances; BEM computations of 3-D fully nonlinear free-surface flows caused by such 18.4.292-301
AE (acoustic emission) method, stress corrosion cracking, high-strength steel 5.1.67-71
Aerodynamics, wave energy 4.1.68-75
Agent-based docking system for AUV, preliminary test 19.1.52-59
Agents, cementing, electrocementation of marine clay induced by electrokinetics 13.4.308-315
Aggregation, marine clay, permeability 6.3.234-239
Aging
strain, high strain capacity X60 linepipe steels with superior strain aging resistance 18.3.171-175
thermal; buckling resistance of high-strength UOE linepipes used in strain-based design applications
18.3.176-182
thermal; high-strength steel line pipe for strain-based design applications 18.3.220-225
thermal, for deepwater applications; improved collapse resistance of UOE line pipe 17.4.280-287
AHSP (aluminum honeycomb sandwich plate) 8.2.148-154
Air chamber
moored structure 1.2.161-163, 4.2.89-96
nonlinear time-domain simulation of pneumatic floating breakwater 16.1.25-32
numerical analysis on 2-D optimal profile of floating device with water column (OWC)-type wave energy converter, 16.4.297-304
wave power generating system 15.4.292-299, 16.4.297-304
Aircraft collision with large floating structure- used as airport 11.2.118-124
Aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
Airgap
beneath multicolumn gravity-based structures, diffraction theory as prediction tool 16.3.175-182
design, water wave diffraction and spectral response surface method 17.4.254-258
prediction from 2nd-order diffraction and Stokes theory 12.3.184-188
Airgun, short cluster array for shallow to deep crustal survey 19.1.60-65
Air-ice drag coefficient 12.2.121-125
Airport
floating 9.1.39-47
marine 11.2.118-124
Air-sea interface, ROV, maneuvering 6.3.177-183
Air turbine with staggered blades for wave power conversion 13.4.316-320
Alexander Kielland accident, fatigue reliability of marine structures 17.1.1-21
Algorithm
genetic; IPS (Interproject Service) 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
genetic; optimal acoustic search path planning for sonar system 17.3.218-224
genetic; optimization of ship structural design 13.1.60-65
genetic; optimization of vortex shedding in 3-D wakes using belt actuators 15.1.7-13
new filtering 9.3.201-207
patrol algorithm research, biomimetic robot fish 15.1.1-6
successive learning track-keeping control (SLTC) 10.3.182-186
ALE (arbitrary Lagrangian-Eulerian) formulation 7.4.269-276
ALP (articulated loading platform), currents and waves 4.4.298-301
Aluminum
alloy, applied positioning-controlled friction welding process 16.2.132-137
alloy friction stir welds, grain structures, observed by stop-action technique 14.4.289-295
alloy, 6061 8.2.140-143, 8.2.144-147
honeycomb sandwich plate (AHSP) 8.2.148-154
plates, impact tests in low-velocity regime 9.1.10-15
AMOEBA (Advanced Multiply Organized Experimental BAsin), ship motion analyses of ring and focused transient waves with absorbing wave-maker 16.1.10-17
Amphibious robot with fin actuators 20.3.175-180
Amplitude
buffer, pump modules, pipe string 4.1.62-67
constrained, wave-energy converters 12.2.147-155
finite, surface wave propagation 9.3.161-166
large, deep-ocean pipe 4.4.331-339
longitudinal vibration 1.2.154-160, 2.4.309-317
modulated oscillations 1.2.32-37
significant, analysis of ocean waves 10.4.255-262
variable, fatigue damage accumulation 10.2.131-136
Analysis(es)
bispectral, wave modulation 4.1.1-5
collapse, stiffened plates, new simplified model 12.2.126-133
collapse, system, ISUM approach, double-bottom ship structures 13.3.224-231
collision, airplane and marine airport 11.2.118-124
concrete creep, TLP 7.3.168-173
coupled, deepwater oil offloading buoy response and experimental validation 16.4.290-296
coupled dynamic analysis, hull/mooring/riser 20.2.95.102
direct spectral fatigue analysis method, offshore structures 9.1.55-61
direct spectral method, perturbation 2.1.7-12
distributed parameter sensitivity, nonlinear systems 13.3.169-174
dynamic, ice 2.3.204-211
dynamic, riser 3.4.299-305
dynamic structural 7.4.301-307
earthquake, buried structures and pipelines 11.2.133-140
elastic, chain links 1.4.317-323
elastoplastic, system for post-buckling strength of ship double-hull structures 13.3.209-215
element analysis, solution comparisons, lateral undrained resistance factor 11.3.211-219
experimental, structural dynamics, drilling derrick, jacket platform 6.3.184-194
failure, composite lamination 4.3.248-256
fatigue, catenary riser 7.4.293-300
finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil 19.2.143-150
finite element, high-strength line pipes with enhanced deformability 20.4.298-305
finite element, collapse thick pipes 4.4.312-319
finite element method vibration analysis, mega-float structure 12.1.48-55
finite element method, marine riser 1.4.300-306
finite element method, pile foundation 9.3.226-232
finite element method, analysis, optimization of ship structure 13.1.60-65
flow injection analysis, dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement 19.1.71-76
fracture, abrasion of concrete structures, crushing ice 6.2.144-151
free vibration, offshore structures 3.3.219-224
frequency and time domain, ALP 4.4.298-301
hull/mooring coupled 11.1.42-54
icing event occurrence, Québec, field-data statistics 11.1.9-15
identification 9.3.201-207
inverse 9.3.201-207
large displacement, marine riser 1.4.300-306
large displacement, soil-pipeline interaction along active fault systems 18.3.211-219
modal, sensitivity, offshore jacket structure 5.1.58-66
mooring, deepwater oil offloading buoy response and experimental validation 16.4.290-296
non-Gaussian, stochastic dynamics, offshore structure 7.3.205-211
nonlinear, see topic entry below
numerical; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
numerical, dilative behavior of granular materials 13.4.301-307
numerical, motion responses, adjacent multiple floating bodies, Rankine panel method 19.2.90-96
numerical, multiplanar tubular steel XX-joints 7.2.146-153
numerical, self-weight consolidation of slurried marine clay 9.4.314-319
probabilistic, pipelines subjected to carbon dioxide corrosion 10.2.123-130
qualitative and quantitative risk, risk assessment, application of fuzzy sets theory 12.4.288-296
regression, gusset-plate/CHS tube joint load-deformation relationship 10.4.292-300
reliability, fatigue damage accumulation 10.2.131-136
sensitivity, computing boundary conditions for zooming finite element analysis 13.1.60-65
sensitivity, distributed parameter, of nonlinear systems 13.3.169-174
simplified, system for post-buckling strength of ship double-hull structures 13.3.209-215
single degree of freedom (SDOF), blast resistance, topside structures 7.3.212-219
spectral 3.2.107-114, 9.2.134-140
spectral, nonlinear wave 11.2.87-92
statistical, icing event occurrence, Québec, field data 11.1.9-15
stress, hot-spot procedure, ships and FPSO units 12.1.40-47
structural reliability analysis (SRA) for assessment of ultimate limit state (ULS) of ship’s hull—case study 20.4.306-312
submodeling, analysis of ship structure with SPR method 13.3.216-223
subsea pipelines 8.4.283-291
time domain, FEM, of hydroelastic response of VLFS with fully nonlinear free-surface conditions 16.3.168-
174
time-domain; comparative study on ship hydrodynamics based on Neumann-Kelvin and double-body linearizations 20.4.265-274
time series, damage detection in flexible risers using statistical pattern recognition techniques 18.1.35-42
transient; improved inherent strain analysis for plate bending by line heating considering phase transformation of steel 17.2.139-144
uncertainty 10.1.10-18
wavelet 8.4.270-272
zooming FEM analysis, stress analysis, optimization of ship structure 13.1.60-65
Analysis(es), nonlinear
concrete creep, TLP 7.3.168-173
dynamic, plastic node method 1.3.220-227
marine riser 1.4.300-306
principal component, nonlinear Volterra models in offshore engineering 13.1.12-20
random waves 4.4.257-264
response 9.2.112-116
SDOF, blast resistance, topside structures 7.3.212-219
structural 8.4.292-302
Analytic solution, 2nd -order, PC-based, wave loads, TLP 5.4.261-269
Analytical
approach, overall chord bending, multiplanar, tubular steel TT-joints 5.4.308-316
approximation 7.4.293-300
Anchor(s)
centrifuge modeling of anchor-pipeline interaction 17.1.67-73
drag, in layered soils 9.1.73-78
earth; uplift behavior of under-reamed anchors in seabed 17.4.317-319
fixed, in cohesive seafloor 11.2.141-146
fixed, subjected to vertical loading in rock 15.4.312-320
load, horizontally loaded suction piles 10.3.222-228
plate, keying in NC clay under inclined loading 19.2.135-142
plate, soft clay 5.3.230-234
plate; uplift behavior of under-reamed anchors in seabed 17.4.317-319
rock-anchor design 15.4.312-320
SEPLA (suction embedded plate anchor); keying of plate anchors NC clay under inclined loading 19.2.135-142
suction caisson, lateral undrained resistance 11.3.211-219
trajectory during drag embedment in soft clay, prediction 18.4.314-319
uplift behavior of under-reamed anchors in seabed 17.4.317-319
Angle
developed friction, horizontal loading capacity of suction piles 12.1.56-63
dilation, dilative behavior of granular materials 13.4.301-307
friction, direct shear test, oil contamination 11.3.220-226
friction, internal, geotechnical characteristics of marine soil deposits 12.2.81-88
inclination, lifting analysis for heavy ship-hull blocks using 4 cranes 15.1.62-64
lay, steel cables, dynamics 7.1.54-62
mobilized soil friction, suction pile installation 12.4.311-315
mobilized soil friction, suction pile retrieval in sand, transition of soil strength 15.2.155-159
Anisotropic
hardening; modeling of anisotropy of TMCP and UOE line pipes 17.4.288-293
plasticity, sea ice 8.1.9-15
Anisotropy
modeling, of TMCP and UOE line pipes 17.4.288-293
numerical assessment on shear moduli at pre-failure state taken from pressuremeter test 18.3.233-239
parameter, thick tubes, collapse 3.2.121-129
ANN, see Artificial neural network
Antarctic building, snowdrift modeling 2.1.73-79, 3.1.61-65
Anti-pitching fins 11.2.106-112
Anti-rolling tank, control 5.1.17-22
Apparent stress intensity factor, crack nucleation time 4.2.151-155
Applicability, fill materials for sand compaction pile (SCP) 13.1.66-72
Applications, ice 2.3.204-211
Approach
approximate reasoning approach (fuzzy averaging method) 16.1.48-56
displacement-based approach, soil-pipeline interaction along active fault systems 18.3.211-219
simplified linear, concrete creep analysis, TLP 7.3.168-173
time domain, numerical analysis, motion responses of adjacent multiple boating bodies, Rankine panel method 19.2.90-96
Approximation
Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
least squares 11.2.87-92
low-Mach number, hot gas movement induced by marine compartment fires 13.4.249-253
parabolic, VLFS of arbitrary geometry 13.3.198-204
2nd order of 9.2.81-89
Architecture, winter, 20~30-m ice dome, field experiment 12.4.264-270
Arctic
composite structure 1.4.324-326
Ocean, noise, correlation, wind, temperature, ice deformation 6.2.152-158
offshore, armoured riser’s response to wave and ice actions, and ice-block impacts 15.4.282-291
Armoured riser’s response to wave and ice actions, and ice-block impacts 15.4.282-291
Array(s)
(of) circular cylinders, gap effect on transversal force 15.4.249-256
cylinder, nonlinear wave diffraction 7.3.181-188
offset bodies, cable dynamics 3.3176-182, 3.3.183-188
wave scattering by an infinite straight-line array of axisymmetric floes 18.4.254-262
Art, state of the 9.1.1-9
Articulated leg platform 9.2.141-148
Articulated loading platform (ALP), currents and waves 4.4.298-301
Articulated tower, nonlinear response 2.1.61-66
Artificial damping in water wave problems 13.2.88-98
Artificial neural network (ANN), application to soft clay for estimation of undrained shear strength 16.1.73-80
Asgard Transport System, design for thermal buckling of trunklines 12.4.271-279
Assessment
corrosion, strength criteria, analytic predictions of failure pressure in line pipes 14.2.125-131
failure, diagram, welded T-joints 11.2.125-132
fatigue, welded structures, hot-spot stress design curves 12.2.134-141
fracture; procedure for structural components under cyclic and dynamic loading 18.3.196-203
girth weld flaw assessment procedures for pipelines subjected to plastic straining 18.3.183-187
recent advances in curved wide plate testing and implications for strain-based design 18.3.161-170
reliability-based methodology for sloshing assessment of membrane LNG vessels 19.4.254-263
remaining life, superheater tube 4.1.36-39
risk, application of fuzzy sets theory 12.4.288-296
risk, groundings of commercial vessels 9.1.16-21
Asymmetric wave, strong
and weak, impact and nonimpact 7.3.161-167
and weak, numerical wave tanks: review 9.4.241-256
and weak, springing and ringing, TLP 7.1.28-35
impacting process 6.4.291-293
Asymptotic
expansion method, matched, slamming impact pressure on VLFS 12.1.9-15
solution 8.4.303-310
Atmospheric
cable icing, rate, device 5.1.43-50
icing, crystallography, high voltage 7.1.13-15
icing, ground wing deicing 5.1.32-36
icing, wind speed and wind-on-ice loads 11.1.9-15
processes, large-scale; conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present 17.3.161-168
wet icing 8.3.167-172
Australia, North West Shelf, cyclonic conditions 8.1.58-65
Automation
CAD 1.3.228-234
multi-AUV system with smart cable for rapid inspection of underwater structures 14.4.265-273, 14.4.274-283
preliminary test on agent-based docking system for AUV 19.1.52-59
Autonomous underwater vehicles (AUV), see Underwater vehicles
Average method, nonlinear roll equation 3.1.32-34
AVHRR (advanced very high resolution radiometer) analysis 13.2.128-132
Avoidance, obstacle
linear parameter-varying techniques 13.1.52-59
rapid inspection of underwater structures by multi-AUV system with smart cable 14.4.265-273, 14.4.274-283
Award Recipients at ISOPE Conferences (1993, 1994, 1995) 5.4.319
Axial
bending and torsional responses, coupled, vertical pipe, deep-ocean 6.3.203-211
bending and torsional vibrations, deep-ocean pipe 4.4.320-330, 4.4.331-339
crushing, collapse mechanism of buffer bow structure, ship collision 15.2.147-154
dampers, elastic joints, vertical pipe, deep-ocean mining 7.1.36-43
fatigue 9.2.149-157
flow air turbine 7.4.308-312
force, effective, pipelines 2.2.157-158
force, true, pipelines 2.2.157-158
instability; soil-pipeline interaction along active fault systems 18.3.211-219
pipe stress; 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
stiffness, steel cable, lay angle 7.1.54-62
stress, pipe-string, buffer 1.2.154-160, 2.4.309-317, 4.1.62-67
stresses, cables 3.3.172-175
Axisymmetric
bodies, numerical examination of 3rd-order wave force 11.4.248-253
obstacles, wave water diffraction 4.3.169-173
wave scattering by an infinite straight-line array of axisymmetric floes 18.4.254-262
Azores European Pilot plant, Pico Island 11.2.147-154
B
Bacteria, sulfide-reducing 4.3.234-240
Baffin Bay, modeling annual variation of sea-ice cover 17.3.176-181
Baffle plates, waterjet nodule lifter, manganese nodule collector 11.3.237-239
Baffled, unbaffled tanks, liquid sloshing, ship rolling 6.4.278-282, 6.4.283-290
Bainite
granular; metallurgical design of steel plates with advanced cryogenic properties for fabrication of pressurized-LNG containers 16.2.118-122
microstructure design for high-performance X120-grade linepipe 14.1.2-17, 29-35
Barents Sea
flexural strength of drifting first-year ice in Barents Sea 17.3.169-175
ice ridges, hummocks, May 2003 Expedition data 15.1.28-33
northeastern, conditions for formation of extremely severe ice seasons from early 1950s to present 17.3.161-168
northeastern, estimations of some components of ice conditions 16.4.274-282
spreading of old ice 20.1.54-60
Baroclinic energy flux, internal wave energetics on shelf break 17.1.22-29
Barrow Strait, ice and ocean mooring data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago 18.4.277-281
Basin(s)
AMOEBA (Advanced Multiply Organized Experimental BAsin), ship motion analyses of ring and focused transient waves with absorbing wave-maker 16.1.10-17
depth, mathematical modeling of shock loading of solid ice cover 16.1.1-4
wave, configuration 16.2.81-89
wave, generation and absorption, theory and application 16.2.81-89, 16.4.120 (Discussion)
wave, hydrodynamics 5.1.1-9
Bay area, Osaka, offshore/onshore project 6.2.81-90
Bayesian
decision theory, pipelines subjected to carbon dioxide corrosion 10.2.123-130
modeling procedure 12.1.25-30
statistics 9.1.16-21
Beach(es)
barred 9.4.257-263
damping 10.1.1-9
Beam
double cantilever (DCB) specimen, crack length measurement, DCPD 5.2.147-152
element for analysis of oil-structure interactions and pipelines 9.1.22-29
temperature effect on vibration characteristics of laminated beam 20.2.118-124
Beam-column
connection, without weld-access holes, testing 12.3.229-235
damaged, strength 4.2.127-133
element, collapse analysis of stiffened plates, new simplified model 12.2.126-133
on elastic foundation 1.4.284-292
Bearing capacity
pipelines 4.1.30-35
shallow, sand, footing, failure-envelope 6.1.62-67
suction bucket foundation in saturated sand 15.4.300-303
surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
ultimate, unsaturated oil-contaminated sand, direct shear test 11.3.220-226
Beaufort Sea, ice loads, offshore structures 8.1.16-21
Behavior
-based robot fish, control system, research on patrol algorithm 15.1.1-6
creep, deep-sea and island clays at room and elevated temperatures 15.1.65-70
fatigue, nailed tubular connections 10.3.209-216
mechanical, ice loads 4.1.53-61
soil, electrocementation of marine clay induced by electrokinetics 13.4.308-315
ultimate, tubular joints 3.1.43-50
BEM (boundary element method)
computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances 18.4.292-301
contact mechanics, ice, indentor 7.1.16-21
-FEM methods, mixed: aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
-FEM model, combined 8.1.30-38
nonlinear wave-body interactions with fully submerged dual cylinders 14.3.210-217
numerical analysis of internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
OWC-shoreline devices, numerical modeling 11.2.147-154
performance prediction of surface-piercing bodies in numerical towing tank 18.2.106-111
porous flow in vertical breakwater induced by nonlinear waves 11.3.194-201
simulation of wave-body-current interactions in time domain 11.1.33-41
wave-current interaction in shallow flows 14.2.86-88
BEM higher-order (HOBEM)
computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances 18.4.292-301
drift forces 3.2.101-106
hydrodynamic loadings 1.1.8-17
irregular waves 4.4.265-272
nonlinear hydrodynamic forces 4.3.174-182
responses of barge-mounted platform in waves and currents 9.4.283-292
TLP 4.4.284-291
3-D calculation for multiple floating bodies in proximity using wave interaction theory 18.1.14-20
wave load, compliant TLP 5.2.111-119
wave response analysis by accelerated Green’s function method in infinite water depth 17.1.32-38
wave run-up 5.3.219-224
Bend
pipe, pipeline, smooth, deformation capacity 5.4.294-307
stiffness, umbilical 3.2.150-155
Bending
cables, locked coil 5.2.153-160
cables, offshore platforms 3.3.189-196
cables, simulation deployment 3.3.197-204
chord, overall, multiplanar tubular steel TT-joints 5.4.308-316
combined tension and, pure, thick pipes 4.4.312-319
double-wall pipe 4.2.142-150
ice loads, mechanical behavior 4.1.53-61
moment, dynamic 7.4.293-300
moment, influence of pile cap flexibility on cap-pile-soil system 18.1.65-72
moment, structural reliability analysis for assessment of ULS of ship’s hull—case study 20.4.306-312
moment, still water, wave, production ships 4.4.302-311
pressure, and, combined, thick tubes, collapse 3.2.121-129
stiffness, cables 2.2.110-113
stiffness, cables, chains 3.3.162-167
stiffness, cables, lay angle 7.1.54-62
stress; 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
stress, longitudinal, directional wave spectra for ship guidance system 12.1.25-30
stresses, cables 3.3.172-175
torsional responses, and, coupled, vertical pipe, deep-ocean 6.3.203-211
torsional vibrations, and, deep-ocean pipe 4.4.320-330, 4.4.331-339
umbilical 3.2.143-149
Berthing operations
difficulty, wave-induced ship motions entering and departing harbors 15.2.117-124
ship and fender coupling, chimera RANS simulation 10.2.112-122
translational and rotational motions 8.3.182-191
turbulent flows 7.4.277-284
Biaxial
lateral loading, and, ship, stiffened panel, ultimate strength 7.1.22-27
loading; fracture assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
vibrations, deep-ocean pipe 4.4.320-330, 4.4.331-339
Bichromatic waves
large-scale experiment, spar platform 6.1.27-34
2nd-order Stokes waves in numerical wave flume 9.3.175-181
Bifurcation(s)
buckling; submarine pipeline Langeled: pipe capacity vs. wall thickness selection 18.3.188-195
nonlinear and chaotic motions 2.1.61-66
nonlinear dynamics 3.1.26-5
stationary and Hopf, equilibrium positions of cylinder 12.1.31-33
Bilge keels 10.4.241-248, 13.4.241-248
Bingham plastic, constitutive equation for fluid-particle flow simulation 16.1.18-24
Biology-inspired precision maneuvering of underwater vehicles
Part 3 15.2.81-87
Part 4 16.3.195-201
Biomimetic robot fish
research on patrol algorithm 15.1.1-6
self-propelled method 20.3.167-174
Biplane axial turbine 1.2.122-128
Bispectral analysis, wave modulation 4.1.1-5
Bivalves, coastal waters, Korea, TBT 6.4.313-319
Blade(s)
impulse turbine 5.1.72-74
section, shape, Wells turbine performance 11.3.227-230
self-pitch-controlled 7.4.308-312
sweep, rotor blade 9.3.233-239
tandem, impulse turbine 4.1.76-80
wind turbine, numerical analysis of large-scale vertical axis 14.3.233-238
wind turbine; wind tunnel study of electrothermal deicing/heating 17.3.182-188
Blast resistance, SDOF, topside structures 7.3.212-219
Blockage effect, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate 19.1.42-45
Blocks, heavy ship-hull, using 4 cranes, lifting analysis 15.1.62-64
Body(ies)
antisymmetric, development of floating body with high performance 17.1.39-46
arrays of, offset, cable dynamics 3.3.176-182, 3.3.183-188
axisymmetric, numerical examination of 3rd-order wave force 11.4.248-253
cavitating/noncavitating, performance prediction in numerical towing tank 18.2.106-111
flexible, thick plate, ocean waves 5.3.198-203
floating 2.3.175-185
floating, development with high performance 17.1.39-46
floating body dynamics, deepwater oil offloading buoy response and experimental validation 16.4.290-296
floating, harbor geometry 4.2.97-104
floating, wave-body interaction 5.3.171-179
(at) forward speed, waves and current interaction 1.1.58-63
IPS 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
multiple-body problem, Rankine panel method, numerical analysis, motion responses 19.2.90-96
performance prediction of surface-piercing bodies in numerical towing tank 18.2.106-111
3-D calculation for multiple floating bodies in proximity using wave interaction theory 18.1.14-20
3-D, wave radiation 3.4.264-272
towed, washover laboratory experiments with optical instrument 13.4.274-279
Boiler, fossil fuel, on-site test 4.1.36-39
Boron, high-strength steels for gas pipelines, X120-grade, feature issue 14.1.2-17, 29-35
Bosphorus, The, 2-layer flow, tube-tunnel 5.2.98-104
Bottom
circular cylinder, irregular wave 7.1.70-76
currents, hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993) 11.3.231-236
double-, structures in ships, ISUM approach for collapse analysis 13.3.224-231
friction 9.2.81-89
interaction, surface-mooring dynamics 10.3.200-208
interaction, touchdown region of catenary moorings 11.4.273-281
pressure distribution, waterjet nodule lifter, manganese nodule collector 11.3.237-239
raking, grounding, ship dynamics 6.3.195-202
resistance, vertical uplift capacity of suction caissons 12.2.89-97
topography, hydrodynamic force 4.2.97-104
wave velocities, water wave diffraction 4.3.169-73
Boundary
condition, implicit body surface 8.4.251-257
condition, Orlanski open, irregular waves 4.4.265-272
conditions, free-span pipeline 6.1.53-61
conditions, pipe, deep-ocean mining 6.3.203-211
Desingularised Boundary Integral Equation Method 13.1.29-37
grain fracture area, high-strength steel 5.1.67-71
integral, equation, numerical wave tanks: review 9.4.241-256
integral, equations, interaction, fluid-structure 4.1.6-10
integral representation, comparison of classical and weakly-singular representations of free-surface potential flows 15.4.241-248
layer, analytical solution 8.4.303-310
layer, oscillating cylinder, roughness effect 5.3.188-197
layer, wind turbulent 2.1.73-79, 3.1.61-65
moving, simplified treatment in MEC model 14.4.241-246
open condition, nonlinear waves 4.3.174-182
Boundary element method, see BEM
Boundary-layer, see Moving Surface Boundary-layer Control (MSBC)
Boussinesq
cut-cell model for wave scattering from cylinder in shallow water 17.4.266-269
wave model 7.4.262-268
Bow
buffer bulbous bow, effect of buffer bow structure in ship-ship collision 18.2.133-141
flare slamming 16.2.112-117
indentation, ship collision 10.3.217-221
Brace-to-chord intersection 2.2.141-146
Brash ice
channel and tests with model of CCGS Terry Fox 19.3.206-213
oil spills 3.4.306-312, 5.2.127-133
Breaking wave(s), breakers
deformation, group evolution, LONGTANK 4.3.200-205
energetic 2.1.46-53
flow field 10.4.263-268
focusing 2.2.93-109, 6.2.131-137
groups, ringing response of vertical cylinder 9.4.276-282
ice, nonstationary movement of load 9.4.293-297
LONGTANK 4.3.200-205
observation of coherent turbulent structure under breaking wave 19.1.15-22
short-crested, laboratory measurements 5.3.212-218
spilling-type breakers; wave-current interaction for waves propagating against currents 17.4.259-265
wave particle, velocity 1.2.108-114
Breakout
factor, soft clay 1.3.195-199
force, soft clay 1.3.195-199
Breakwater(s)
composite, investigations of wave reflection characteristics 17.2.112-118
elastic floating mat-like plate in waves, effects of breakwaters 13.1.43-51
element model on sandy seabed 11.4.241-247
moored floating (MFB), performance 15.4.264-273
moored floating (MFB), status identification and optimum adjustment of performance 19.1.31-41
floating pontoon, with wave-wall 12.1.114-120
perforated, experimental optimization in presence of ship-generated waves 14.2.98-103
pile-restrained 8.4.265-269
pneumatic; nonlinear time-domain simulation 16.1.25-32
seawater-exchanging; wave deformation and blocking performance by N porous bottom-mounted vertical circular cylinders 20.4.284-291
submerged, investigations of wave reflection characteristics 17.2.112-118
submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate 19.1.42-45
vertical 9.3.182-187
Bridge(s)
cables, locked coils 5.2.153-160
large-diameter spiral strands against axial fatigue 9.2.149-157
pier, ship collision 10.3.217-221
sea-crissing bridge piers, development and application of 3D scour monitoring system 20.4.292-297
Brittle
fracture, welded T-joints 11.1.125-132
indentation, failure, ice 2.3.212-221
Brittleness; fracture and size effects in weakly cemented sand 17.4.294-300
Buckle propagation and fracture in pipelines 9.1.30-38
Buckling
bifurcation; submarine pipeline Langeled: pipe capacity vs. wall thickness selection 18.3.188-195
collapse mechanism of buffer bow structure on axial crushing 15.2.147-154
ice loads 4.1.53-61
local buckling strength 7.4.285-292
local buckling/collapse strength of corroded pipes 11.1.55-63
overall buckling 7.4.285-292
-plastic collapse 7.4.282-292
post-buckling inplane rigidity 7.4.285-292
post-buckling strength of ship double-hull structures 13.3.209-215
production ships 4.4.302-311
resistance; high-strength UOE linepipes used in strain-based design applications 18.3.176-182
resistance; modeling of anisotropy of TMCP and UOE line pipes 17.4.288-293
secondary buckling 7.4.285-292
strength, column, spherical shell 1.4.284-292
subsea pipelines 8.4.283-291
Buffer(s)
bow structure, collapse mechanism on axial crushing, ship collision 15.2.147-154
bulbous bow; effect of buffer bow structure in ship-ship collision 18.2.133-141
pipe string, vibration control 2.4.309-317, 4.1.62-67
shape, optimum, diameter ratio, number of disks, vertical pipe string 7.2.104-110
shapes of, pipe string 1.2.154-160
zone, sensitivity study on computational parameters for prediction of slosh-induced impact pressure 16.2.104-111
Building, Antarctic, snowdrift modeling 2.1.73-79, 3.1.61-65
Buoy
deepwater oil offloading buoy response and experimental validation 16.4.290-296
floating, tidal current power generation system 11.1.77-79
ocean observation, automatic position-adjustable elevator for workboat 16.3.202-209
wave observation, model and field experiments for ocean radar system 13.1.21-28
Buoyancy force, wave, horizontal members 4.3.212-218
Buoyant tethered platform, corrosion fatigue, fractography 4.3.234-240
Burial, thermal conductivity of deepwater offshore sediments 14.4.310-314
Buried crusts, cobalt-rich 3.4.258-263
Buried structures, earthquake analysis 11.2.133-140
Burr, up-set 8.2.144-147
Burst
pressure, double-wall pipe 4.2.142-150
test, hydrostatic, development and mechanical properties of X120 linepipe, high-performance
feature issue 14.1.29-35, 42-51, 60-68
B-value; influence of imperfect saturation on deformation characteristics and pore water pressure buildup under cyclic loading for sand 20.2.132-139
C
Cable(s)
atmospheric icing, rate, device 5.1.43-50
attachment, circular cylinder, ocean mining 3.4.280-298
axial and bending stresses 3.3.172-175
bending, damping 3.3.189-196
bending stiffness 2.2.110-113, 3.3.162-167
body systems 3.3.176-182, 3.3.183-188
burial, undersea 10.4.310-315
compression, ill-posed problem 3.3.168-171
deepwater 9.3.208-213
deployment, towing, strumming, tensions 3.3.205-212
dynamics, see topic entry below
laying, cable-seabed interaction, numerical simulations 14.2.118-124
locked coil, bending, fatigue, stiffness, strands 5.2.153-160
low and zero tension 2.2.110-113
low-tension, underwater vehicle 3.3.213-218
lumped mass approximation, towing and winch control strategy for underwater vehicles in sheared currents 16.3.218-227
lumped-mass model for low-tension ROV tethers 11.4.282-289
marine, flow-induced vibrations 1.1.18-28
marine, oscillations 1.2.32-37
mooring 1.3.176-182, 9.3.208-213
multi-segmented mooring line analysis in cohesive seafloor 11.2.141-146
numerical methods 2.2.110-113
protection, undersea cable 10.4.310-315
riser, thruster control 6.4.294-297
simulation deployment bending 3.3.197-204
smart cable, multi-AUV system for rapid inspection of underwater structures 14.4.265-273, 14.4.274-283
steel, large diameter, friction, stiffness 6.3.219-226
steel, lay angle, dynamics 7.1.54-62
steel, see also Wire rope
tow, length of 9.2.112-116
towed, cable-seabed interaction, numerical simulations 14.2.118-124
towed undersea plow 10.4.310-315
submarine, deep sea, ROV 6.4.262-267
variable length; ship and winch regulation for ROV’s waypoint navigation 19.3.214-223
vibration, considering interlayer Coulomb friction 15.3.229-234
wire indentation 4.4.340-345
Cable dynamics
arrays of offset bodies 3.3.176-182, 3.3.183-188
cable-seabed interaction, numerical simulations 14.2.118-124
loop formation in cables under compression 12.3.217-222
low-tension, underwater vehicle 3.3.213-218
lumped-mass model for low-tension ROV tethers 11.4.282-289
mooring lines 7.1.48-53
ship and winch regulation for ROV’s waypoint navigation 19.3.214-223
steel, lay angle 7.1.54-62
surface-mooring, oceanographic 4.3.219-222, 10.3.200-208
suspended cables 3.3.176-182, 3.3.183-188
torsional mechanics in dynamics simulation of low-tension ROV tethers 14.3.218-226
touchdown region of catenary moorings 11.4.273-281
towed seafloor plow 9.2.112-116
towed underwater vehicle 2.1.38-45
Caches, sea, submerged and floating, numerical free-surface flows 11.3.191-193
CAD 1.3.228-234
CAE 1.3.228-234
Caisson(s)
effect of electric field intensity on electrocementation of caissons in calcareous sand 17.1.74-79
foundation, jacket structures 4.3.223-230
-pile-seabed interaction 9.3.226-232
platform in shallow water, ice model tests 17.4.270-275
-soil interaction, numerical analysis of suction caissons in clay 13.2.154-159
suction, anchors, lateral undrained resistance 11.3.211-219
suction, in clay, numerical analysis 13.2.154-159
suction, vertical uplift capacity 12.2.89-97
Calcareous sand
effect of electric field intensity on electrocementation of caissons 17.1.74-79
electrokinetic cementation for offshore foundations 18.1.73-80
Calculations, ice, compacting 3.2.139-142
Calibration
analytical solution using centrifuge model tests, mooring lines 10.3.236-240
safety level, production ships 4.4.302-311
transition of soil strength during suction pile retrieval in sand 15.2.155-159
Cam-Clay model, Modified 12.2.89-97, 13.2.154-159
Camera, range gate, underwater laser viewing 6.1.1-8
Canadian Arctic Archipelago, data statistics from Barrow Strait, central section of NW Passage 18.4.277-281
Cans
multiplanar tubular steel XX-joints, static strength 7.2.146-153
tubular joints 2.1.1-6
Cantilever
beam, double (DCB) specimen, crack length measurement, DCPD 5.2.147-152
beam test, flexural strength of drifting first-year ice in Barents Sea 17.3.169-175
multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
Canyons, submarine; waves and other forms as evidence of geohazards in Caspian Sea 20.4.241-246
Cap-pile-soil system, influence of pile cap flexibility 18.1.65-72
Capacity
bearing capacity, surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
bearing, pipelines 4.1.30-35
bearing, shallow, sand, footing, failure-envelope 6.1.62-67
bearing, ultimate, unsaturated oil-contaminated sand, direct shear test 11.3.220-226
compressive pile, degradation 10.3.229-235
deformation, pipe, pipeline, bend 5.4.294-307
discharge, prefabricated horizontal drains 13.2.147-153
high strain capacity X60 linepipe steels with superior strain aging resistance 18.3.171-175
load, electrokinetic cementation of calcareous sand for offshore foundations 18.1.73-80
load-carrying, electrokinetic enhancement of skirted foundation element 13.3.182-189
section, reinforced concrete offshore structures under extreme wave loading, reliability calculation 16.2.138-145
ultimate, multiplanar 4.2.134-141
ultimate, tubular joints 3.1.43-50
ultimate holding 9.1.73-78
uplift, pipelines in jetted clay backfill 12.4.280-287
uplift, vertical pile, clay 3.3.231-235
uplift, vertical, suction caissons 12.2.89-97
Carbon dioxide, self-transport to large depths 13.2.139-146
CO2
reduction; sustainable renewable; source diversification; efficiency improvement; green growth 20.3.161-166
ocean sequestration; diffusion simulation of CO2 discharged in mesoscale deep ocean by using moving-nesting grid technique 20.1.48-53
Carbon steel joints, friction stir welding, microstructural study 14.4.284-288
Carbonate soils, pile foundations 2.2.114-122
Carbonitride, solidification of Nb-Ti bearing HSLA steels 14.2.132-137
Carrier, LNG, sloshing 5.1.10-16
Cartesian
cut-cells, Boussinesq cut-cell model for wave scattering from cylinder in shallow water 17.4.266-269
CIP-based Cartesian grid method, numerical simulation of strongly nonlinear wave-ship interaction 20.2.81-87
numerical simulation of 2D violent sloshing flows by using CCUP method 20.3.204-209
waves and other forms as evidence of geohazards in Caspian Sea 20.4.241-246
Caspian Sea, waves and other forms as evidence of geohazards 20.4.241-246
Catenary moorings, touchdown region 11.4.273-281
Catenary riser
dynamic bending moment 7.4.293-300
dynamic curvature 8.4.303-310
CBS, see Cross-bi-spectrum
CCUP, see Method(s)
Cell size 8.2.148-154
Cement clinker stabilization, seabed tunnel, earthquake 7.3.233-237
Cementation, electrochemical, of calcareous sand for offshore foundations 15.1.71-79
Cementing agents, electrocementation of marine clay induced by electrokinetics 13.4.308-315
Centrifuge, centrifugal
forces; loads on tie-down systems for floating drilling rigs during hurricane conditions 20.2.95-102
geotechnical, horizontally loaded suction piles 10.3.222-228
model test, groundwater pollution due to pile foundations in waste disposal site 16.1.65-72
model tests, upheaval capacity of pipelines in jetted clay backfill 12.4.280-287
model tests on mooring lines 10.3.236-240
modeling, anchor-pipeline interaction 17.1.67-73
modeling; keying of plate anchors NC clay under inclined loading 19.2.135-142
tests, effect of soil compaction piles on settlement reduction in soft ground 15.3.235-240
Ceq(IIW); material design for line pipe steel to minimize HAZ softening and obtain good HAZ toughness 18.3.204-210
CFD, see also Computational
code verification of unsteady flow solvers with method of manufactured solutions 18.2.120-126
numerical simulation of flow around elastically mounted cylinder 13.2.99-104
numerical study on unsteady flow around mechanical pectoral fin 15.3.161-167
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
validation of numerical code by particle method for violent free-surface problems 16.4.261-267
validation, transient tests for ship seakeeping 11.3.184-190
wind turbine, numerical analysis of large-scale vertical axis 14.3.233-238
Chain(s)
bending stiffness 3.3.162-167
links 1.4.317-323
mooring, fatigue reliability, life-cycle costs 7.2.135-140
multi-segmented mooring line analysis in cohesive seafloor 11.2.141-146
Chamber
air, water column (OWC)-type wave energy converter, numerical analysis on 2-D optimal profile of floating device 16.4.297-304
pressure, test 10.3.229-235
Change
of water level, ice forces 2.3.222-227
phase, with heat transfer 7.2.127-134, 7.3.226-232
Channel(s)
converging, flow of ice 16.4.268-273
entrance, operation and design 8.3.200-206
modeling of brash ice channel and tests with model CCGS Terry Fox 19.3.206-213
submarine; waves and other forms as evidence of geohazards in Caspian Sea 20.4.241-246
Chaos, chaotic motion(s)
fully nonlinear numerical wave tank, application 9.2.90-96
nonlinear dynamics 3.1.26-31
subharmonic 2.1.61-66
Charpy V-Notch (CVN) toughness target, energy, high-performance pipeline technology (X120-grade steel), feature issue 14.1.2-28, 36-41, 60-68
Chimera domain decomposition 7.4.277-284, 8.3.182-191, 10.2.112-122, 12.3.206-212
Chimera grid system 15.3.161-167
Chord bending, overall, multiplanar tubular steel TT-joints 5.4.308-316
Chord stress functions
effect of chord load on ultimate strength of CHS X-joints 17.4.301-308
K gap joints of rectangular hollow sections 17.3.225-232
CHS, see Circular hollow section
Chikyu, Japanese drilling vessel; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion 20.1.7-14
CIP (Constrained Interpolation Profile), see Cartesian Grid Method
Circular
footing, vertical circular cylinder 4.1.11-17
plate, linear wave 14.2.81-85
Circular cylinder
bottom, seepage force, irregular wave 7.1.70-76
cable attachment, ocean mining 3.4.280-298
finite-length, flow visualization 2.2.81-86
gap effect on transversal force acting on array 15.4.249-256
horizontal, hydrodynamic force 1.4.279-283
submerged horizontal; nonlinear wave diffraction 19.3.198-205
vertical, horizontal and vertical oscillations 4.1.11-17
vertical, random wave force coefficients 4.4.278-283
vertical, wave loading 4.3.206-211
Circular cylindrical shell, stability
experiment 5.2.134-141
theory 5.1.51-57
Circular hollow section (CHS)
plate to CHS joints; joints between plates or I sections and a CHS chord 19.3.232-239
uniplanar T-joints, axially loaded, ultimate strength
formulation 16.4.305-312
X-joints, effect of chord load on ultimate strength 17.4.301-308
Circulating flow 1.4.279-283
Circulation
Clarion-Clipperton Ore Zone of Pacific (1993) 11.3.231-236
wave, inertia loading 1.4.247-254
Civil construction, submarine, underwater, laser, viewing 6.1.1-8
CJP welding; stochastic analysis for FPSO based on shipyard practices 18.2.142-148
Clarion-Clipperton Ore Zone of Pacific (1993), hydrodynamic conditions 11.3.231-236
Clashing: riser interference and VIV amplification in tandem configuration 16.1.33-40
Clay(s)
backfill, jetted, upheaval capacity of pipelines 12.4.280-287
barrier, natural; model test, groundwater pollution due to pile foundations in waste disposal site 16.1.65-72
breakout force 1.3.195-199
centrifuge modeling of anchor-pipeline interaction 17.1.67-73
creep behavior of deep-sea and island clays at room and elevated temperatures 15.1.65-70
keying of plate anchors NC clay under inclined loading 19.2.135-142
marine, field instrumentation assessment of offshore land reclamation works 14.4.315-320
marine, flocculation, permeability 6.3.234-239
marine, geotechnical characteristics 12.2.81-88
molded, steel pile 5.3.235-239
numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis 20.4.313-320
pile, skin friction 7.1.77-80
reclaimed; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
slurried marine clay 9.4.314-319
soft; application of flat DMT and ANN for estimation of undrained shear strength 16.1.73-80
soft; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
soft, marine, electrocementation induced by electrokinetics 13.4.308-315
soft, marine, electrokinetic strengthening 12.1.64-73, 13.3.182-189
soft, plate anchor 5.3.230-234
thermal conductivity of deepwater offshore sediments 14.4.310-314
undisturbed 9.2.105-111
vertical pile, uplift capacity, inclined load 3.3.231-235
viscoelastic-viscoplastic constitutive model, dynamic behavior characteristics in wide strain range 16.2.153-160
Clearance
quay-wall, berthing operations 10.2.112-122
underkeel 7.4.277-284, 8.3.182-191, 8.3.200-206, 10.2.112-122
Climates, polar, thermal engineering of 7.2.127-134, 7.3.226-232
Clinker, cement stabilization, seabed tunnel, earthquake 7.3.233-237
Closed Cycle Fuel Cell system, advanced technologies for cruising AUV Urashima 18.2.81-90
Cluster, short cluster airgun array for shallow to deep crustal survey 19.1.60-65
Coanda effect, jet-wall interaction in shallow waters 17.3.213-217
Coarse sand, hydraulic conductivity 2.4.318-320
Coastal engineering
Coastal bottom-surface slope, mathematical modeling of shock loading of solid ice cover 16.1.1-4
design wave conditions 10.2.99-106
dikes, seismic rehabilitation by sheet-pile enclosures 13.3.175-181
moored floating, performance 15.4.264-273
pile-restrained floating breakwater 8.4.265-269
structures, wave forces, horizontal plate 6.1.19-26
wave basins 5.1.1-9
Coastal region, Lagrangian drifter for water mass movement 12.3.213-216
Coastal waters, Korea, organitin compounds, TBT 6.4.313-319
Cobalt-rich
crusts, resource potential reserve 3.4.258-263
manganese crusts, mining system, review 6.4.244-254
manganese deposits, geotechnical characteristics, mining system 5.1.75-79
Code verification of unsteady flow solvers with method of manufactured solutions 18.2.120-126
Coefficient(s)
added mass and damping coefficient; 3D effects on measured results using a 2D model in narrow wave channel 20.2.88-94
added mass, drag, lift 2.2.81-86
air-ice drag 12.2.121-125
consolidation; finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil 19.2.143-150
drag and inertia 2.3.161-167
drag and lift, multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
force, Morison equation 1.4.255-263
hydrodynamic, OWC-shoreline devices 11.2.147-154
hydrodynamic, sway and roll hydrodynamics of cylindrical sections 13.4.241-248
hydrodynamic, VLFS 1.4.307-316
Morison equation 1.2.115-121
random wave force, vertical circular cylinder 4.4.278-283
reflection, experimental optimization, perforated structures in ship-generated waves 14.2.98-103
roll damping of 2-D cylinders 13.3.205-208
(of) settlement reduction, effect of soil compaction piles on settlement reduction in soft ground 15.3.235-240
(of) stress concentration, effect of soil compaction piles on settlement reduction in soft ground 15.3.235-240
Coexistence of wind waves and swell 7.4.241-245
Cohesive seafloor, mooring line analysis 11.2.141-146
Collapse
analysis, ISUM approach, double-bottom ship structures 13.3.224-231
analysis of stiffened plates, new simplified model 12.2.126-133
buckling/plastic 7.4.285-292, 9.1.1-9
capacity of corroded pipes 11.1.55-63
improved resistance of UOE line pipe with thermal aging for deepwater applications 17.4.280-287
mechanism of buffer bow structure on axial crushing, ship collision 15.2.147-154
pressure, prediction and measurement methodology of UOE pipe, high-performance pipeline technology feature issue 14.1.52-59
progressive 9.1.1-9
testing on short linepipe for deepwater applications 17.4.309-316
thick pipes 4.4.312-319
thick tubes 3.2.121-129
Collector, deep-ocean mining, Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
Colliding energy 10.3.217-221
Collision
absorbing efficiency, new material protective device 10.3.217-221
airplane, with large floating structure used as airport 11.2.118-124
analysis, airplane and marine airport 11.2.118-124
offshore structure 1.4.293-299
risk, iceberg 4.1.48-52
ship, collapse mechanism of buffer bow structure on axial crushing 15.2.147-154
ship, new material protective device 10.3.217-221
effect of buffer bow structure in ship-ship collision 18.2.133-141
ship-ship, VLCC side structures 11.2.113-117
Column(s)
buckling strength 1.4.284-292
damaged 4.2.127-133
effect, vertical and horizontal square cylinder 5.3.180-187
fixed vertical truncated 9.1.48-54
oscillating water (OWC), dynamic nonlinear response 7.2.154-159
oscillating water, wave energy 3.1.66-72
rigid, vertical, free surface fluctuation 6.1.41-46
vertical truncated, horizontal force of 9.3.167-174
Columnar ice 2.3.212-221
Combined
BEM-FEM model 8.1.30-38
loading, capacity of corroded pipes 11.1.55-63
motions, submerged pontoon, viscous damping 5.4.241-250
pressure and bending, and tension, thick tubes, collapse 3.2.121-129
tension and bending, thick pipes 4.4.312-319
wave and current flow 11.2.93-98
Commissioning and pigging 8000 Km of subsea pipelines, Statoil 16.1.41-47
Compacting, ice 3.2.139-142
Compaction pile methods, applicability to SCP 13.1.66-72
Comparison with code predictions, multiplanar joints 4.2.134-141
Compliant
offshore structures, slow-drift motion 7.2.119-126
TLP, wave load 5.2.111-119
Composite
breakwater, investigations of wave reflection characteristics 17.2.112-118
glass-fiber, pultruded, Izod notch toughness 13.3.232-239
glass-fiber, reinforced polymer (FRP), effect of load rate on notch toughness 15.1.54-61
ground reinforced by sand compaction piles 17.3.233-239
ground, sand compaction pile (SCP)-reinforced, with low area replacement ratio, drained triaxial behavior 17.2.152-158
lamination, failure analysis 4.3.248-256
structure, Arctic 1.4.324-326
structures; temperature effect on vibration characteristics of laminated beam 20.2.118-124
Compressibility, normally consolidated clays using PCPT dissipation results 20.3.233-240
Compression
cable, ill-posed problem 3.3.168-171
index; compressibility for normally consolidated clays using PCPT dissipation results 20.3.233-240
mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression 20.1.61-67
zone, reliability calculation of reinforced concrete offshore structures under extreme wave loading 16.2.138-145
Compressive
pile capacity 10.3.229-235
residual stress, through-thickness crack using local heating 12.3.223-228
strength, high strain rate loading, fracture study of ice 14.3.182-188
Computational
efficiency and robustness, multigrid technique for numerical simulations of water impact phenomena 16.4.283-289
fluid dynamics (CFD) 3.2.81-92, 13.4.249-253, 16.2.104-111, 17.2.97-104
mechanics for ships and offshore engineering from construction to structural collapse 17.4.241-253
method 8.3.173-181
Computation(s)
numerical simulation of strongly nonlinear wave-ship interaction by CIP-based Cartesian grid method 20.2.81-87
potential and viscous, roll damping of 2-D cylinders, FPSO 13.3.205-208
Computer
-aided Fine Dot Grid strain method, fracture process zone 4.2.156-161
models, pile, design 6.2.91-95
simulation, ice loads 2.2.123-128
simulation of thermal problems 7.2.127-134, 7.3.226-232
Concave and convex
crest, strong and weak asymmetric wave 7.3.161-167
shape wave, impact forces 6.4.291-293
Concentration
high; hydrate core sample using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection―Part III 20.2.125-131
spreading of old ice in Barents Sea 20.1.54-60
Concrete
creep analysis, TLP 7.3.168-173
pavement, airplane collision 11.2.118-124
reinforced concrete offshore structures under extreme wave loading, reliability calculation 16.2.138-145
structures, abrasion of, crushing ice 6.2.144-151
Condition(s)
absorption, time domain 11.3.168-175
anisotropic sea-ice dynamics model 8.1.9-15
boundary, free-span pipeline 6.1.53-61
contact, heat source models in simulation of heat flow in friction stir welding 14.4.296-304
cyclonic, response prediction 8.1.58-65
edge; synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
free-end; multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
(at) infinity, nonlinear surface wave diffraction 1.1.77-85
meteorological, sea and port freezing in winter, numerical calculation model 15.3.215-222
open boundary, nonlinear waves 4.3.174-182
Conductivity
hydraulic, coarse sand 2.4.318-320
surface, ice-covered insulators 6.4.298-303
thermal, of deepwater offshore sediments 14.4.310-314
Conductor(s)
hydraulic fracture, drilling 2.4.303-308
pipes, lock-in 4.3.231-233
Conferences, ISOPE, Award Recipients (1993, 1994, 1995) 5.4.319
Confined water effects on manoeuvring capabilities of self-propelled submarine 17.2.89-96
Confinement, lateral, ice 5.1.23-31
Confining pressure
cylindrical diaphragm wall movement during deep excavation 13.4.285-292
discharge capacity of prefabricated horizontal drains 13.2.147-153
strain-rate dependence of triaxial compressive strength of artificial methane-hydrate-bearing sediment 20.4.256-264
Conical, ice, model testing 3.4.313-321
Connection(s)
beam-column, without weld-access holes, testing 12.3.229-235
nailed tubular, fatigue behavior 10.3.209-216
tubular, welded joints, ultrasonic peening 6.4.304-307
welded, K-joint tubular girders 10.1.50-56
welded, multiplanar tubular DT joints 12.4.305-310
Connector
hinge, rigid, large floating multiple connected structure, hydrodynamic interaction 5.3.204-211
loads, impact of stiffness on motions of 9.2.126-133
Consolidation
clay backfill, pipeline upheaval capacity 12.4.280-287
coefficient; finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil 19.2.143-150
compressibility for normally consolidated clays using PCPT dissipation results 20.3.233-240
geotechnical characteristics of marine soil deposits 12.2.81-88
mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression 20.1.61-67
process of geotextile tube with fine-grained materials 14.2.150-158
seabed response under waves with free-surface water flow, numerical investigation 17.2.97-104
self-weight 14.2.150-158
Constant
head, test, hydraulic conductivity 2.4.318-320
panel method 1.1.8-17, 9.4.283-292
Constraint(s)
loss; fracture assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
oscillation, method for optimal control 11.2.155-160
Constrained Interpolation Profile (CIP), see Cartesian Grid Method
Construction
civil, submarine, underwater, laser viewing 6.1.1-8
offshore pipelaying operations 8.3.213-221
piles in cohesionless soil, lateral load performance 13.3.161-167
test, 20~30-m ice dome 12.4.264-270
Consumables, evaluation of welding procedures and consumables for hyperbaric GMAW for diverless retrofit tee hot-tap applications 18.3.149-155
Contact
angle measurements 7.4.246-253
area 8.3.161-166
condition, heat source models in simulation of heat flow in friction stir welding 14.4.296-304
constraints, pipelaying, stinger 6.3.212-218
mechanics, BEM, ice, indentor 7.1.16-21
pressure distribution, extended distinct element method, crushing ice 6.2.144-151
surface, numerical analysis of suction caissons in clay 13.2.154-159
Container(s), pressurized LNG, advanced cryogenic properties for fabrication 16.2.118-122
Container ship(s), post-panamax; effect of bow flare shape on water impact pressure 16.2.112-117
Containment
membrane containment system; full-scale sloshing impact tests―Part I 20.1.24-33
membrane containment system; influence of raised invar edges on sloshing impact pressures 19.4.280-285
system: tank sloshing assessment methodology―the new generation 19.4.241-253
Content
heat, of water incoming with Nordcapp Current, northeastern Barents Sea from early 1950s to present 17.3.161-168
hydrogen, crack nucleation time 4.2.151-155
Contaminant leakage, groundwater pollution due to pile foundations in waste disposal site; model test 16.1.65-72
Continuum damage, ice forces 2.2.129-134, 5.1.23-31
Contour plots, joint probabilistic model, wind and waves, northern North Sea 12.1.1-8
Control
adaptive, Self-Adaptive Feedback Feedforward (SAFF) 10.4.269-275
disk-type underwater glider for virtual mooring and field experiment 19.1.66-70
dynamic positioning, semisubmersible platform 10.3.187-194
expansion, design for thermal buckling, Asgard transport gas trunkline 12.4.271-279
gain scheduled H4, dynamic positioning system 11.4.267-272
and guidance, biology-inspired precision maneuvering of underwater vehicles, Part 3 15.2.81-87
H4 10.3.187-194
iterative learning, for underwater robots 13.2.120-127
learning track-keeping, successive 10.3.182-186
linear parameter-varying, techniques, underwater vehicle 13.1.52-59
nonlinear active 9.2.141-148
open-close loop 9.2.141-148
oscillation, method for constrained optimal control 11.2.155-160
passive flow control of vortex shedding around pipe section using porous sheath 16.2.90-96
penetration, molten pool oscillation in TIG arc welding 14.2.145-149
phase, optimum control of oscillation of wave-energy converters 12.2.147-155
positioning-controlled friction welding process of aluminum alloy 16.2.132-137
reactive, optimum control of oscillation of wave-energy converters 12.2.147-155
robust-to-modeling-uncertainties nonlinear control design for offshore structures 18.1.91-98
sliding mode, underwater manipulator 16.3.210-217
system, behavior-based robot fish, research on patrol algorithm 15.1.1-6
thruster, riser, vibration damping 6.4.294-297
vibration by absorber, pipe string 4.1.62-67
wave, L-shaped structures 4.4.292-297
Convection
Marangoni; root bead penetration in hyperbaric GTAW of X70 pipeline 16.2.123-127
thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
Convective instability, water wave, wind-induced 5.4.273-278
Convergence and accuracy; computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances 18.4.292-301
Conversion, wave energy 10.2.145-152, 11.1.72-76, 12.2.142-146, 13.4.316-320, 15.4.292-299
Converter, wave energy 10.2.153-159, 15.4.292-299, 16.4.297-304
Convex and concave
crest, strong and weak asymmetric wave 7.3.161-167
shape wave, impacting process 6.4.291-293
Cooling rate, solidification of Nb-Ti bearing HSLA steels 14.2.132-137
Cooling, water; improved inherent strain analysis for plate bending by line heating considering phase transformation of steel 17.2.139-144
Coordinates, intrinsic 10.1.57-63
Coordination and cooperation, robot fish architecture 15.1.1-6
Core movement, umbilical 3.2.150-155
Core sample
natural gas hydrate, dissociation behavior using thermodynamic inhibitor―Part I 16.1.5-9
natural gas hydrate, dissociation behavior using thermodynamic inhibitor, experimental investigation using long core samples―Part II 18.2.156-159
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
Coring, gravity, cobalt-rich manganese deposits 5.1.75-79
Correlation, noise, wind, temperature, ice deformation 6.2.152-158
Corrosion
carbon dioxide, pipelines 10.2.123-130
corroded pipes, buckling/collapse strength 11.1.55-63
defect, strength criteria, analytic predictions of failure pressure in line pipes 14.2.125-131
fatigue crack growth test methods in sour environment 20.2.103-109
fatigue, stress cracking 4.3.234-240
margins; stochastic analysis for FPSO based on shipyard practices 18.2.142-148
ship hull 2.2.135-140
stress, testing, DCB specimen, DCPD 5.2.147-152
stress cracking, high-strength steel 5.1.67-71
Costs, life-cycle, mooring chains 7.2.135-140
Coulomb friction, interlayer, cable vibration 15.3.229-234
Counter-rotation, double rotors, rotational torque 11.1.77-79
Coupled
analysis, deepwater oil offloading buoy response and experimental validation 16.4.290-296
axial bending and torsional responses, vertical pipe, deep-ocean mining 6.3.203-211
bending-axial, pipe, deep ocean 2.4.289-296
coupled mini-TLP and tender barge response in random seas 18.2.112-119
dynamic analysis, hull/mooring/riser 20.2.95-102
natural frequency 9.3.201-207
pipe dynamics, deep-ocean mining 4.4.320-330, 4.4.331-339
response, slowly varying, bichromatic, random waves, Spar platform 6.1.27-34
responses, nonlinear, free-span pipeline 6.1.53-61
responses, nonlinear, tethered spar platform 7.2.111-118
(and) uncoupled model, TLP 4.4.284-291
Coupling
ship and fender, for berthing operations 10.2.112-122
torsional, axial dampers, elastic joints, vertical pipe, deep-ocean mining 7.1.36-43
Cover
ice, conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present 17.3.161-168
ice, dynamics 3.1.51-55
sea-ice, hierarchic and fractal properties 3.2.128-132
CPI (Cubic interpolated propagation) method 15.3.198-203
Crack(s)(ed)(ing)
arrest, and arrestor testing and analysis of X120 linepipe, high-performance pipeline technology feature issue 14.1.42-51
cold, high-performance pipeline technology (X120-grade steel), feature issue 14.1.2-17
corrosion stress, high-strength steel 5.1.67-71
fatigue, propagation 9.1.68-72
fatigue, welded T-joints 11.2.125-132
fatigue growth, test 12.3.223-228
fatigue growth, tubular joints 4.3.241-247
ice cover 1.3.212-219
ice sheet 10.3.173-176
(and) leads, fractal properties of ice-cover geometry 13.1.1-3, 79
length measurement, DCB specimen, DCPD 5.2.147-152
nucleation time, hydrogen content 4.2.151-155
oblique, in ice sheet 12.3.157-162
problems, stress singularity field problems 13.2.133-138
SN curves 8.2.130-139
stress corrosion 4.3.234-240
synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
through-thickness, fatigue life extension using local heating 12.3.223-228
Crane, lifting analysis for heavy ship-hull blocks using 4 cranes 15.1.62-64
Crashworthiness, grounding, ship dynamics 6.3.195-202
Creep
behavior of deep-sea and island clays at room and elevated temperatures 15.1.65-70
damage, frozen soil, embedded pile 6.2.96-103
frozen soil, finite element method 6.2.96-103
ice 3.2.130-138
life, quantifying residual creep life of polyester mooring ropes 15.3.223-228
life, superheater tube 4.1.36-39
plate anchor, soft clay 5.3.230-234
submarine; waves and other forms as evidence of geohazards in Caspian Sea 20.4.241-246
test, 20~30-m ice dome 12.4.264-270
Crest
concave and convex, strong and weak asymmetric wave 7.3.161-167
height distribution 12.4.243-248
height, significant 10.4.255-262
long-crested wave; effect of bow flare shape on water impact pressure 16.2.112-117
width 8.4.258-264
Criteria(on)
conditions for formation of extremely severe ice seasons in northeastern Barents Sea from early 1950s to present 17.3.161-168
failure, ice loads 4.1.53-6
strength, analytic predictions of failure pressure in linepipes 14.2.125-131
Critical embedment ratio, metal pile, sand 2.3.234-237
Cross-bi-spectrum (CBS), vertical response of offshore structures to nonlinear waves (a review) 17.2.81-88
Cross flow(s)
Darrieus-type runner, turbine 8.4.318-320
free-span pipeline 6.1.53-61
Cross-section, square, applied positioning-controlled friction welding process of aluminum alloy 16.2.132-137
Crossings
and oscillation intensities, analysis of ocean waves 10.4.255-262
velocity of 10.2.91-98
Crushed rock: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
Crushing, ice
excursion distribution of, abrasion of concrete structures 6.2.144-151
nonsimultaneous, Poisson process 6.2.138-143
Crust(s)
bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
buried, cobalt-rich 3.4.258-263
cobalt-rich manganese deposits, geotechnical characteristics 5.1.75-79
cobalt-rich manganese mining systems, review 6.4.244-254
Crystallography, atmospheric icing, high voltage 7.1.13-15
CTOD (Crack Tip Opening Displacement)
test, weld metal 1.3.208-211
toughness; fracture assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
Current(s)
acoustic tomography, real-time acoustic monitoring of ocean interiors 13.4.280-284
bottom, hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993) 11.3.231-236
combined wave and current flow 11.2.93-98
direct potential drop (DCPD), crack length measurement, stress corrosion testing 5.2.147-152
fluid-particle flows, numerical model 7.2.89-93
interaction, bodies at forward speed, waves 1.1.58-63
ocean; extreme wind, wave and current in deep water of South China Sea 20.1.18-23
sand bed, cylinder (horizontal) 2.4.262-266
shear, bichromatic, random waves, spar platform 6.1.27-34
simulation 2.1.18-23
steady; global and local scour at pile groups 15.3.204-209
strong; maximum stress and fatigue strength of drill pipe in presence of strong ocean current 20.1.15-17
tidal, power generation system 11.1.77-79
tidal, current, simplified moving boundary treatment in Marine Environmental Committee (MEC) model 14.4.241-246
turbidity; waves and other forms as evidence of geohazards in Caspian Sea 20.4.241-246
vibration, marine pipeline 5.2.81-90
water, biology-inspired precision maneuvering of underwater vehicles, Part 3 15.2.81-87
(and) wave, boundary element method 5.3.219-224, 11.1.33-41
wave-current interaction for waves propagating against currents 17.4.259-265
wave energy focusing 6.1.47-52
-wave forces 10.4.276-284
-wave forces on slender vertical cylinder 15.1.21-27
(and) waves, ALP 4.4.298-301
Curve, cracked SN 8.2.130-139
Curve-fitting; temperature effect on vibration characteristics of laminated beam 20.2.118-124
Curved surface, CAD 1.3.228-234
Cushion, water, ship berthing 7.4.277-284, 8.3.182-191
Cut-cells, Cartesian; cut-cell model for wave scattering from cylinder in shallow water 17.4.266-269
Cutting, crashworthiness, grounding, ship dynamics 6.3.195-202
CWPT, see Curved wide plate test
Cycle(s)
Rankine 9.2.158-159
thermal, Izod notch toughness of pultruded glass-fiber composite 13.3.232-239
Cyclic
deformations, prediction of fracture in wrinkled energy pipelines 17.3.205-212
load, beam-column connections without weld-access holes, testing 12.3.229-235
loading, pile foundations 2.2.114-122
loading, response of untrenched offshore pipelines 12.1.74-80
loading, wire rope, large diameter 6.3.219-226
local strain field, fracture process zone 4.2.156-161
simple shear test; mechanical behavior of marine clay under wave loading 20.1.72-79
strain distribution, fracture process zone 4.2.156-161
strain intensity factor range, fracture process zone 4.2.156-161
triaxial test; mechanical behavior of marine clay under wave loading 20.1.72-79
Cylinder(s)
array, nonlinear diffraction 7.3.181-188
array, vertical circular cylinders: experimental study on 2nd-order near trapping 15.2.96-103
array, gap effect on transversal force acting on infinite array of circular cylinders 15.4.249-256
circular, cable attachment, ocean mining 3.4.280-298
circular, finite-length 2.2.81-86
circular, vertical, circular footing 4.1.11-17
circular, vertical, vortex-excited vibration 8.1.66-73
circular, vertical, wave forces 2.3.161-167, 4.3.206-211, 4.4.278-283
circular bottom, seepage force, irregular wave 7.1.70-76
downstream and upstream; multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
dual, fully submerged, fully nonlinear wave-body interactions 14.3.210-217
elastic mounted, numerical simulation of flow, vortex-induced vibration 13.2.99-104
elliptic, Strouhal number 2.4.267-280
fixed and floating, hydrodynamic interaction 8.1.46-50
flexible, vortex-induced vibrations and jump phenomenon 10.1.26-33
floating 10.4.241-248
forced, diffusive van der Pol oscillator, vortex shedding 5.4.256-260
forced, van de Pol oscillator, vortex shedding 5.4.251-255
fully submerged dual, fully nonlinear wave-body interactions 14.3.210-217
horizontal, sand bed 2.4.262-266
horizontal, slamming force 4.2.81-88
horizontal, submerged, nonlinear Froude-Krylov forces 13.2.105-111
horizontal, submerged, nonlinear wave reflections, transmissions 13.1.29-37
horizontal, wave force, laboratory experiment 6.2.124-130
horizontal, wave loading 1.4.247-254
hydrodynamics 2.4.251-261
irregular waves, forces 5.4.270-272
large horizontal, wave impacts 4.1.23-29
near-wall; flow-induced vibrations of cylinder with 2 degrees of freedom near rigid plane boundary 18.4.302-307
oscillating, in-line force from combined wave and current flow 11.2.93-98
oscillating, roughness effect 5.3.188-197
polyhedral 8.3.207-212
rectangular 10.4.276-284
ring stiffened 1.2.137-145
shedding; passive flow control around pipe section using porous sheath 16.2.90-96
submerged dual, fully nonlinear wave-body interactions 14.3.210-217
submerged horizontal circular cylinder; nonlinear wave diffraction 19.3.198-205
upstream and downstream; multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
2-D, study on roll damping 13.3.205-208
vertical and horizontal, square, added mass, radiation damping 5.3.18-187
vertical circular, array: experimental study on 2nd-order near trapping 15.2.96-103
vertical circular, vortex-excited vibration 8.1.66-73
vertical circular, wave forces, crossing waves 8.1.75-79
vertical, impact pressures, on 1.2.94-100
vertical, nonlinear Froude-Krylov forces 13.2.105-111
vertical, piggyback, in regular waves 12.4.249-255
vertical, random forces produced by high sea waves interacting with current 15.1.21-27
vertical, runup due to waves and current 11.1.33-41
vertical, submerged 8.3.173-181
vertical, wave forces 3.3.225-230
vibrating, oscillating flow, vortex regimes 7.2.94-103
wave interaction with fixed vertical circular cylinder, numerical investigation 14.3.202-209
wave run-up and response spectrum for wave scattering from a cylinder 19.3.183-188.
Cylindrical
circular shell, stability, experiment 5.2.134-141
circular shell, stability, theory 5.1.51-57
diaphragm wall movement during deep excavation 13.4.285-292
members, semisubmersible, low-frequency oscillation 3.1.17-25
model breakwater on sandy seabed 11.4.241-247
pressure hull, undersea 8.3.207-212
shell, impact, local damage 2.2.147-152
shell structures during earthquakes in ice-covered seas 13.1.4-11
D
D-section structural member, drag reduction, momentum injection, vibration suppression 5.3.161-165
Dam break
constitutive equation for fluid-particle flow simulation 16.1.18-24
validation of numerical code by particle method for violent free-surface problems 16.4.261-267
Damage(s)(d)
continuum forces, ice 2.2.129-134, 5.1.23-31
creep, frozen soil, embedded pile 6.2.96-103
cylindrical shell, impact 2.2.147-152
grounding, double-hull tanker 5.4.285-293
stability 8.4.280-282, 9.1.55-61, 15.2.109-116
structural, on unit-linked offshore floating models 9.3.201-207
survivability 8.3.192-199
tubular element 1.1.27-41, 4.2127-133
Damage detection
in flexible risers using statistical pattern recognition techniques 18.1.35-42
nondestructive, offshore jacket structure 5.1.58-66
structural damage on unit-linked offshore floating models 9.3.201-207
Damage potential, energy-based evaluation of excess pore pressure, 18.1.56-64
Damper(s)
axial, elastic joints, vertical pipe, deep-ocean mining 7.1.36-43
nutation, vibration suppression 7.3.174-180
Damping
added mass 1.2.101-107
added mass and damping coefficient; 3D effects on measured results using a 2D model in narrow wave channel 20.2.88-94
artificial damping in water wave problems, effects 13.2.88-98
beach 10.1.1-9
effectiveness, moored floating breakwaters, performance 15.4.264-273
floater, low frequency 1.2.164-166
device, Mathieu-type instability of Spar platform in regular waves 15.2.104-108
hydrodynamic, structure-fluid interaction, Morison equation 7.3.197-204
hydrodynamic(s), added mass 2.4.251-261, 3.2.107-114
linear, artificial damping in water wave problems 13.2.88-98
linear and parabolic damping, nonlinear time-domain simulation of pneumatic floating breakwater 16.1.25-32
longitudinal, vertical pipe string 7.2.104-110
low-frequency, semisubmersible 3.1.17-25
mass-damping parameter, dynamic response of oscillating flexible risers under lock-in events 19.1.23-30
mooring line 10.3.200-208
nutation 1.3.167-175
parabolic and linear damping, nonlinear time-domain simulation of pneumatic floating breakwater 16.1.25-32
radiation, horizontal and vertical square cylinder 5.3.180-187
ratio 8.3.228-235, 16.1.57-64
roll 10.4.241-248, 13.3.241-248
roll, coefficient, 2-D cylinders 13.3.205-208
scattering and damping of ice-coupled waves 18.4.263-270
steel cable, dynamics 7.1.54-62
time variant, offshore structures 3.4.273-279
vertical circular cylinder 4.1.11-17
vibration, riser, thruster control 6.4.294-297
viscoelastic laminated beam, temperature effect on vibration characteristics 20.2.118-124
viscous, rolling rectangular cylinders 8.4.241-250
viscous, submerged pontoon 5.4.241-250
wave drift 1.3.235-241, 1.4.264-269, 1.4.270-278, 2.3.168-174, 4.1.18-22, 8.2.102-109
wave drift, analytic solution, PC-based, TLP 5.4.261-269
Darcy’s Law; wave deformation and blocking performance by N porous bottom-mounted vertical circular cylinders 20.4.284-291
Darrieus-type turbine, cross-flow runner 8.4.318-320
Database
experimental, collapse, thick pipes 4.4.312-319
principal particulars, recent trend in design parameters of ice-transiting vessels 18.4.282-287
DCB (double cantilever beam) specimen, crack length measurement, corrosion testing, DCPD 5.2.147-152
DCPD, see Direct potential current drop
Decarburization, surface, molybdenum wire 7.1.44-47
Decay; scattering and damping of ice-coupled waves 18.4.263-270
Decomposition
chimera domain 7.4.277-284, 8.3.182-191, 10.2.112-122, 12.3.206-212
Helmholtz, wave-current interaction in shallow flows 14.2.86-88
Deep excavation, predicting lateral wall deflection in top-down excavation by neural network 19.2.151-157
Deep ocean
mining, axial dampers, elastic joints, vertical pipe 7.1.36-43
mining, 4,000 and 18,000 ft, vertical pipe, elastic joints 6.3.203-211
mining and pipe, 4,000 ft 4.4.320-330
mining and pipe, 18,000 ft 4.4.331-339
mining manganese crusts and nodules, technology, review 6.4.244-254
mining system, cobalt-rich manganese deposits 5.1.75-79
mining vehicle, SLTC algorithm 10.3.182-186
pipe, coupled bending-axial 2.4.289-296
pipe, long vertical, modeling of thrusts to elastic joints 9.2.117-125
sensor, implantation 6.4.255-261
technology, new directions 6.4.241-243
Deep sea
compressive capacity of open-ended pipe pile, earthquake and seaquake 10.3.229-235
drilling, observatory, submarine earthquake 6.4.262-267
hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993) 11.3.231-236
research, France, sensors, technology, AUV, ROV 6.4.268-274
Deepwater
collapse testing on short linepipe for deepwater applications 17.4.309-316
extreme wind, wave and current in deep water of South China Sea 20.1.18-23
oil offloading buoy response and experimental validation 16.4.290-296
pipeline, high-performance technology (X120-grade steel) feature issue 14.1-52-59
pipeline-soil interaction, seabed characterization and models 17.3.193-204
ultra-deepwater; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion 20.1.7-14
Defect(s)
assessment, recent advances in curved wide plate testing and implications for strain-based design 18.3.161-170
corrosion, strength criteria, analytic predictions of failure pressure in line pipes 14.2.125-131
girth weld flaw assessment procedures for pipelines subjected to plastic straining 18.3.183-187
weld, detection 5.2.142-146
Deflection(s)
fender, berthing operations 10.2.112-122
ice, ship wave wake 7.1.1-12, 7.2.81-88
large, deep-ocean pipe 4.4.331-339
lateral, diaphragm wall movement during deep excavation 13.4.285-292
umbilical 3.2.143-149
vertical; submarine moving closer to ice surface conditions 18.4.271-276
Deformability
high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process 18.4.308-313
high-strength line pipes with enhanced deformability 20.4.298-305
high-strength steel line pipe for strain-based design applications 18.3.220-225
Deformation(s)
capacity, pipe, pipeline, bend 5.4.294-307
cyclic, prediction of fracture in wrinkled energy pipelines 17.3.205-212
experimental study on interaction between flow current and cage structure 18.2.127-132
failure of wrinkled X52 pipeline subjected to monotonic bending deformation and internal pressure 8.1.50-55
ice, deflections, flexural, ship wave wake 7.1.1-12, 7.2.81-88
ice, noise, wind temperature 6.2.152-158
load, gusset-plate to CHS tube joint 10.4.292-300
permanent, design of side structure of ice-strengthened tankers 15.3.210-214
plastic, ship structures 10.4.285-291
plastic, wave slamming of FPSO bow, mitigation 12.4.297-304
potential for, silts, earthquake 6.4.308-312
telescopic: finite element analysis for telescopic deformation and tearing rupture of wrinkled pipe 19.3.224-231
wave, LONGTANK 4.3.200-205
Degradation
compressive pile capacity 10.3.229-235
modulus; mechanical behavior of marine clay under wave loading 20.1.72-79
Degree(s) of freedom
flow-induced vibrations of cylinder with 2 degrees of freedom near rigid plane boundary 18.4.302-307
single, analysis (SDOF), blast resistance, topside structure 7.3.212-219
Deicing
/anti-icing fluids 5.1.32-36
electrothermal deicing/heating of wind turbine blades; wind tunnel study 17.3.182-188
ground wing 5.1.32-36
Delayed phenomenon, stress corrosion cracking, high-strength steel 5.1.67-71
Density ratio, see DR
Dent, tubular element 1.1.27-41, 4.2.127-133
Dependence, time; strain-rate dependence of triaxial compressive strength of artificial methane-hydrate-bearing sediment 20.4.256-264
Deployment
cables, towing 3.3.205-212
simulation bending, cables 3.3.197-204
Deposits, cobalt-rich manganese, mining system 5.1.75-79
Depressurization
methane hydrate reformation under dissociation process 20.1.68-71
numerical study on dissociation of methane hydrate and gas production behavior in laboratory-scale experiments for depressurization: Part 3 19.2.124-134
Depth(s)
basin depth, mathematical modeling of shock loading of solid ice cover 16.1.1-4
finite, infinite, vertical and horizontal square cylinder, added mass, radiation damping 5.3.180-187
finite, water wave diffraction 4.3.169-173
infinite water, wave response analysis by accelerated Green’s function method 17.1.32-38
large, self-transport of carbon dioxide 13.2.139-146
waterdepth-to-draft ratio 10.2.112-122
Derivatives, second spatial, wave load, compliant TLP 5.2.111-119
Derrick, drilling, jacket platform, structural dynamics 6.3.184-194
Desiccated crust; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
Design
computer, models, pile 6.2.91-95
curves, hot-spot stress, fatigue assessment of welded structures 12.2.134-141
equation, ice loads 4.1.53-61
fatigue, K-joint tubular girders 10.1.50-56
fatigue, multiplanar tubular DT joints 12.4.305-310
fire safety, oil pool fires in engine room 15.1.46.53
flexible limit state design for thermal buckling, Asgard transport gas trunkline 12.4.271-279
high-strength steel line pipe for SBD applications 18.3.220-225
ice loads: dependence of failure mode, global design 14.3.189-195
ice-transiting vessels, recent trend in design parameters 18.4.282-287
load calculations for iceberg impacts 9.4.298-306
metallurgical, ultra high-strength steels for gas pipelines 14.1.2-80
one-way buckling, thermally loaded pipelines 8.4.283-291
optimum, method of wave power generating system with Wells turbine 14.3.227-232
plastic, pipe, pipeline, bend 5.4.294-307
procedure and Great Hanshin Earthquake, Kobe Port 10.1.64-72
sand pile formation, suitability of fill materials 13.1.66-72
sea-state prediction: new method for applying r-largest maxima model 19.3.176-182
seismic, Northridge and Kobe earthquakes 12.3.229-235
ship structural, optimization based on zooming FEM analysis 13.1.60-65
spatial, variables 13.4.293-300
spiral strands, large-diameter 9.2.149-157
strain-based applications: development of high-strength steel line pipe 18.3.220-225
strain-based, material; for line pipe steel to minimize HAZ softening and obtain good HAZ toughness 18.3.204-210
strain-based, for thermal buckling, Asgard transport gas trunkline 12.4.271-279
strain-based, recent advances in curved wide plate testing and implications 18.3.161-170
values: new method for applying r-largest maxima model for design sea-state prediction 19.3.176-182
waves 10.2.99-106
Desingularised Boundary Integral Equation Method 13.1.29-37
Detection
cumulative detection probability (CDP), optimal acoustic search path planning for sonar system based on genetic algorithm 17.3.218-224
damage, nondestructive, offshore jacket structure 5.1.58-66
structural damage on unit-linked offshore floating models 9.3.201-207
weld defects, nondestructive, X-ray radiographic 5.2.142-146
Device
cable atmospheric icing rate 5.1.43-50
damping, Mathieu-type instability of Spar platform in regular waves 15.2.104-108
floating, and onboard motion-compensated platform 11.2.155-160
preventive, oil diffusion 8.4.311-317
protective, ship collision 10.3.217-221
Diameter
large, high-performance pipeline technology (X120-grade steel), feature issue 14.1.2-80
large, wire rope, friction, stiffness 6.3.219-226
ratio, number of disks, shape of buffer, longitudinal damping, vertical pipe string 7.2.104-110
Diaphragm wall; predicting lateral wall deflection in top-down excavation by neural network 19.2.151-157
Diffraction
energy-dispersive X-ray; residual stress evaluation for weldment of structural components using instrumented indentation technique 17.4.276-279
fast multipole method for wave diffraction-radiation problems and its applications to VLFS 16.4.253-260
force, 2nd-order 2.3.175-185
linear, theory, as prediction tool for airgap beneath multicolumn gravity-based structures 16.3.175-182
neutron, crystallography, atmospheric icing, high voltage 7.1.13-15
nonlinear flow with fully nonlinear boundary conditions 11.1.33-41
nonlinear wave diffraction by submerged horizontal circular cylinder 19.3.198-205
nonlinear wave, cylinder array 7.3.181-188
nonlinear wave, submerged horizontal cylinder 13.1.29-37
-radiation, comparison of classical and simple free-surface Green functions 14.4.257-264
-radiation, wave 1.2.146-153, 8.2.102-109, 8.2.110-114
-radiation wave, comparison of classical and weakly-singular representations of free-surface potential flows
15.4.241-248
-radiation wave, ship advancing through regular waves in finite water depth 16.4.241-252
2nd-order, bichromatic, random waves, spar platform 6.1.27-34
2nd-order, radiation hydrodynamics program 11.1.42-54
2nd-order and Stokes theory, airgap prediction 12.3.184-188
2nd-order, theory 12.4.243-248
2nd-order, theory, as prediction tool for airgap beneath multicolumn gravity-based structures 16.3.175-182
theory, cylinder array 7.3.181-188
theory for Spar platforms 14.2.104-109
theory, submerged elliptical disk 6.1.35-40
water wave diffraction and spectral response surface method 17.4.254-258
wave, array, vertical circular cylinders: experimental study on 2nd-order near trapping 15.2.96-103
wave energy focusing 6.1.47-52
wave, free surface, offshore structure 6.2.104-111
wave, near resonance, by array of plates 11.4.254-260
wave response analysis of VLFS with attached submerged plate 13.3.190-197
Diffraction wave
-induced motion, ocean platform 1.2.146-153
L-shaped structures 4.4.292-297
spherical structure 3.1.7-16
water, axisymmetric obstacles 4.3.169-173
Diffusion
fluid-particle flows, numerical model 7.2.89-93
lime, marine clay, permeability 6.3.234-239
metallography of dissimilar Fe-Ni joint by friction stir welding 16.3.228-232
oil, preventive device 8.4.311-317
Diffusive van der Pol oscillator, vortex shedding, forced cylinder 5.4.256-260
Dike(s), coastal, seismic rehabilitation 13.3.175-181
Dilatancy; mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression 20.1.61-67
Dilation angle, dilative behavior of granular materials 13.4.301-307
Dilatometer test (DMT), flat, for soft clay, for estimation of undrained shear strength 16.1.73-80
Dilatory dissipation, finite difference analysis, on piezocone test in overconsolidated cohesive soil 19.2.143-150
Dimensionless parameter
biomimetic robotic fish 20.3.167-174
collision 1.4.293-299
DIN, see Dissolved Inorganic Nitrogen
Direct current potential drop (DCPD), crack length measurement, stress corrosion testing 5.2.147-152
Direct shear test, bearing capacity of unsaturated oil-contaminated sand 11.3.220-226
Direct spectral analysis method, perturbation 2.1.7-12
Directional
spectrum 8.4.258-264, 10.2.91-98
wave spectra for ship guidance system 12.1.25-30
wave spectrum estimation based on vessel’s 1st-order motions; field results 19.2.81-89
wavelet and local directional analysis of ocean waves 16.2.97-103
waves, wave maker 4.4.273-277
Directionality, stress; residual stress evaluation for weldment of structural components using instrumented indentation technique 17.4.276-279
Directions, new, deep-ocean, technology 6.4.241-243
Disc test, flexural strength of drifting first-year ice in Barents Sea 17.3.169-175
Disk-type underwater glider for virtual mooring and field experiment 19.1.66-70
Discharge capacity, prefabricated horizontal drains 13.2.147-153
Discontinuous
element, irregular waves 4.4.265-272
parts, structurally, in mega-float structure 12.1.48-55
Discrete element method, deep ocean, pipe 2.4.289-296
Disk(s)
elliptical, submerged, wave-structure interaction 6.1.35-40
number of, longitudinal damping, vertical pipe string 7.2.104-110
Dislocation pile-up model, crack nucleation time 4.2.151-155
Displacement
-based approach, large displacement analysis, soil-pipeline interaction along active fault systems 18.3.211-219
footing, shallow, sand, failure-envelope 6.1.62-67
relative, vibration analysis of axisymmetric multi-layer liquid-filled cylindrical containers using RD-finite element method 18.1.43-49
sliding, steel pile, remolded clay 5.3.235-239
Dissipation, dilatory; finite difference analysis of dilatory dissipation on piezocone test in overconsolidated cohesive soil 19.2.143-150
Dissipative structures, molybdenum wire 7.1.44-47
Dissociation
behavior of hydrate core sample using thermodynamic inhibitor―Part I 16.1.5-9
behavior of hydrate core sample using thermodynamic inhibitor, experimental investigation using long core samples―Part II 18.2.156-159
behavior of hydrate core sample using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection―Part III 20.2.125-131
marine sediments, methane hydrate laboratory experiment, dissociation by hot-water injection and numerical analysis for permeability estimation in reservoir: Part 1 17.1.47-56
marine sediments, modification of permeability model and history matching of laboratory-scale experiment for dissociation process of methane hydrate: Part 2 17.1.-57-66
methane hydrate reformation under dissociation process 20.1.68-71
numerical study on dissociation of methane hydrate and gas production behavior in laboratory-scale experiments for depressurization: Part 3 19.2.124-134
Dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement 19.1.71-76
Distinct element method, extended, contact pressure distribution, crushing ice 6.2.144-151
Distortion, welding, theoretical prediction, positioning and gap between parts 14.2.138-144
Distribution
bottom pressure, waterjet nodule lifter, manganese nodule collector 11.3.237-239
crest-height 12.4.243-248
cyclic strain, fracture process zone 4.2.156-161
function, Weibull, impact pressure, sloshing, LNG carrier 5.1.10-16
joint, wave height and wave crest velocity 11.1.23-32
oriented thickness 8.1.9-15
phase, nonlinear random waves of finite bandwidth, statistical properties 15.1.14-20
spreading of old ice in Barents Sea 20.1.54-60
stress, effect on fatigue behavior of stiffened tubular T-joints 9.3.195-200
Weibull-Stokes model, maximum wave and crest heights 8.2.90-101
Disturbance(s)
advancing; BEM computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances 18.4.292-301
moving, soliton 7.4.262-268
Diverless retrofit tee hot-tap applications, evaluation of welding procedures and consumables for hyperbaric
Diversification, energy source 20.3.161-166
GMAW 18.2.149-155
DMT, see Dilatometer test
Docking, agent-based docking system for AUV, preliminary test 19.1.52-59
Domain(s)
crossing approach, reliability of tendons 2.4.281-288
fluid, Galerkin finite element method 7.4.269-276
frequency, see topic entry below
multisub-, numerical simulation, LONGTANK 4.3.200-205
time, numerical analysis, motion responses of adjacent multiple boating bodies, Rankine panel method 19.2.90-96
time, nonlinear coupled, tethered spar platform 7.2.111-118
time, nonlinear interaction, TLP 4.4.284-291
time domain nonlinear simulation of pneumatic breakwater 16.1.25-32
time, nonlinear waves, hydrodynamic forces 4.3.174-182
time, ship motions 5.2.120-126
time, ship seakeeping, potential flow model 11.3.184-190
time, truss spar, analysis 11.1.42-54
time, wave-body interaction 5.3.171-179, 11.1.33-41
Domain, frequency
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 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
(and) time analysis, ALP 4.4.298-301
TLP six-degree-of-freedom model 8.1.58-65
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
Dome, ice, field experiment 12.4.264-270
Doppler velocity log 15.2.88-95
Double
-bottom structures in ships, ISUM approach for collapse analysis 13.3.224-231
frequency, wave load, compliant TLP 5.2.111-119
-hull ship structures, post-buckling strength 13.3.209-215
-hull tanker, grounding damage 5.4.285-293
-hull tanker, grounding-induced sectional force 7.2.141-145
-wall pipe, mechanical properties, implosion 4.2.142-150
DR (density ratio)
influence of DR between liquid and gas on sloshing model test results 19.4.271-279
wave-induced motions of body floating in 2-layer fluid 15.3.175-182
Double-body linearization, comparative study on ship hydrodynamics based on Neumann-Kelvin and double- body linearizations in time-domain analysis 20.4.265-274
Draft(s)
dynamic 8.3.200-206
ice; ice and ocean mooring data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago 18.4.277-281
waterdepth-to-draft ratio 10.2.112-122
Drag
(and) added mass coefficients 1.2.154-160
air-ice, coefficient 12.2.121-125
anchor behavior in layered soils 9.1.73-78
-based swimming mode 15.3.161-167
circular cylinder, ocean mining 3.4.280-298
coefficient 2.2.81-86
hydrodynamic 1.1.18-26, 1.3.242-245
(and) inertia coefficients 2.3.161-167
(and) inertial force, wave, horizontal members 4.3.212-218
(and) lift coefficients, multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
reduction, barge-like structure, effect of momentum injection 13.2.81-87
reduction; biomimetic robotic fish, self-propelled, efficient swimming 20.3.167-174
reduction, D-section structural member 5.3.161-165
reduction, square prism 6.3.161-170
ROV 6.3.177-183
tangential, cables, towing 3.3.205-212
wave; performance prediction of surface-piercing bodies in numerical towing tank 18.2.106-111
Drain, prefabricated horizontal, discharge capacity 13.3.147-153
Drainage conditions; cyclic threshold shear strains of sands, based on pore water pressure and variation of deformation characteristics 16.1.57-64
Draupner freak wave impact force on vertical truncated cylinder 13.4.260-265
Drift(er)(ing)
force(s) 1.2.101-107, 3.2.101-106, 9.4.283-292
force and moment, steady, on VLFS of arbitrary geometry 13.3.198-204
force and moment, wave-induced, on VLFS 12.2.98-104
iceberg, operational model 15.2.125-131
Lagrangian, using GPS cellular phone 12.3.213-216
motion, slow, stochastic process 6.2.112-123
motion, surge 2.3.168-174
potential, viscous, floating OTEC plant 3.3.236-239
radiation stress and depth-dependent drift in surface waves with dissipation 18.1.8-13
sea ice, with corrugated underside 10.1.41-49
slow motion, compliant offshore structures 7.2.119-126
slow motion, oscillations 1.4.264-269, 1.4.270-278
steady, moment on VLFS of arbitrary geometry 13.3.198-204
Stokes 9.3.161-166
velocity 10.4.241-248
wave, damping 1.3.235-241, 1.4.264-269, 1.4.270-278, 2.3.161-167, 4.1.18-22
wave, force 1.4.264-269, 1.4.270-278
wave, force, large floating multiple connected structure 5.3.204-211
wave, force and moment on very large floating structure 11.3.176-183
wave, offshore structures 3.4.273-279
Drill pipe, see Pipe, drill
Drilling
conductors, hydraulic fracture 2.4.303-308
deep sea, observatory, submarine earthquake 6.4.262-267
derrick, jacket platform, structural dynamics 6.3.184-194
Drop, direct current potential (DCPD), crack length measurement, stress corrosion testing 5.2.147-152
Drying, wetting; well-balanced shallow flow solver for coastal simulations 20.1.41-47
Dual-phase
microstructure; high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process 18.4.308-313
microstructures, for high-performance X120-grade linepipe, feature issue 14.1.2-10
steel, high strain capacity X60 linepipe steels with superior strain aging resistance 18.3.171-175
Ductile tear 11.2.125-132
Duration/persistence, wave, recording interval, fractal dimension 12.2.109-113
Dynamic(s)
analysis, ice 2.3.204-211
bending moment, catenary riser 7.4.293-300
cable, see topic entry below
computational fluid 3.2.81-92, 13.4.249-253, 16.2.104-111
control, towed vehicle in transient mode 10.1.19-25
control, vertical deep-ocean pipe 9.2.117-125
coupled dynamic analysis, hull/mooring/riser 20.2.95-102
curvature 8.4.303-310
drafts 8.3.200-206
field response, pile 3.2.156-160
floating body, deepwater oil offloading buoy response and experimental validation 16.4.290-296
floating platform, simulation of irregular waves 7.3.189-196
ice 3.1.51-55, 3.4.328-332
impact: LNG tank sloshing assessment methodology―the new generation 19.4.241-253
nonlinear, see topic entry below
moored structure 1.2.161-163
mooring, touchdown region of catenary moorings 11.4.273-281
mooring, 2-D, numerical schemes 10.4.301-309
pipelaying, stinger, numerical method 6.3.212-218
positioning control, semisubmersible platform 10.3.187-194
positioning system using gain scheduled controller 11.4.267-272
recrystallization, grain structures in al-alloy friction stir welds observed by stop-action technique 14.4.289-295
response, high strain rate loading, fracture study of ice 14.3.182-188
response, offshore jacket structure 5.1.58-66
responses, structure-fluid interaction, Morison equation 7.3.197-204
riser, analysis 3.4.299-305
ship 11.2.99-105
ship, grounding, crashworthiness 6.3.195-202
ship motion 9.2.112-116
soil resistance 9.2.112-116
(and) static responses, vertical pipe, elastic joints, deep-ocean 6.3.203-211
stochastic, offshore structures 7.3.205-211
structural, drilling derrick, jacket platform 6.3.184-194
structural analysis, offshore structures 7.4.301-307
tendon, TLP 4.4.284-291
tension; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion 20.1.7-14
transient, aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
Dynamic(s), cable
loop formation in cables under compression 12.3.217-222
low-tension, underwater vehicle 3.3.213-218
lumped-mass model for low-tension ROV tethers 11.4.282-289
mooring lines 7.1.48-53
-seabed interaction, numerical simulations 14.2.118-124
ship and winch regulation for ROV’s waypoint navigation 19.3.214-223
steel, lay angle 7.1.54-62
surface-mooring, oceanographic 4.3.219-222, 10.3.200-208
suspended cables 3.3.176-182, 3.3.183-188
touchdown region of catenary moorings 11.4.273-281
towed seafloor plow 9.2.112-116
towed underwater vehicle 2.1.38-45
Dynamic loading; fracture assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
Dynamic(s), nonlinear
analysis, plastic node method 1.3.220-227
chaotic and heave-roll motion 3.1.26-31
mooring lines 7.1.48-53
response, OWC 7.2.154-159
E
Earthquake
analysis, buried structures and pipelines 11.2.133-140
cement clinker stabilization, seabed tunnel 7.3.233-237
coastal dikes, rehabilitation by sheet-pile enclosures 13.3.175-181
force, cylindrical shell structures in ice-covered seas 13.1.4-11
Great Hanshin, 1995, and Kobe Port 10.1.64-72
Loading, energy-based evaluation of excess pore pressure using damage potential 18.1.56-64
loads on structure in Okhotsk Sea 11.4.298-303
response, offshore framed structure 1.3.220-227
response, open-ended piles in sand 10.3.229-235
seabed, movement, instability, review 7.3.220-225
silts, fine-grained soils, liquefaction 6.4.308-312
submarine, long-term observation, observatory 6.4.262-267
Economics, high-performance pipeline technology (X120-grade steel) feature issue 14.1.75-80
Edge(s)
conditions; synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
raised invar edges, influence on sloshing impact pressures 19.4.280-285
Edgeworth expansion, modified nonlinear Schrödinger (MNLS), ocean surface 15.3.168-174
Effective
axial force, pipelines 2.2.157-158
inertia coefficient 3.1.7-16
stress, as part of wave-induced seabed response 9.4.307-313
stress intensity factor, fatigue life extension of through-thickness crack 12.3.223-228
stress intensity factor range, fracture process zone 4.2.156-161
stress; numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analysis 20.4.313-320
stresses, welded joints, ultrasonic peening 6.4.304-307
width, post-buckling strength of double-hull structures 13.3.209-215
Effect(s)
blockage, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate 19.1.42-45
confined and dissipated, earthquake forces in ice-covered seas 13.1.4-11
finite water-depth, diffraction -radiation wave, ship advancing through regular waves 16.4.241-252
forward-speed, diffraction-radiation wave, ship advancing through regular waves in finite water depth
16.4.241-252
heat insulation: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
multiplanar, tubular DT joints, SCFs and fatigue design 12.4.305-310
nonlinear; slope; nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
surface, ROV, maneuvering 6.3.177-183
viscous; 3D effects on measured results using a 2D model in narrow wave channel 20.2.88-94
Efficient, efficiency
biomimetic robotic fish; self-propelled, efficient swimming 20.3.167-174
collision absorbing 10.3.217-221
computational, and robustness 16.4.283-289
energy, improvement; sustainable renewable energy; energy source diversification; green growth 9.3.161-166
Eigenfunction expansion matching method, wave response analysis 13.3.190-197
Eigenfunction expansion method, wave deformation and blocking performance by N porous bottom-mounted vertical circular cylinders 20.4.284-291
Eigenfunction expansion method, investigations of wave reflection characteristics 17.2.112-118
Eigenvalues, free-span pipeline 6.1.53-61
18,000-ft, deep-ocean mining, pipe 4.4.331-339
Elastic
analysis, chain links 1.4.317-323
joints, axial dampers, vertical pipe, deep-ocean mining 7.1.36-43
joints, vertical pipe, modeling, dynamic and static responses 6.3.203-211
joints, vertical pipe in 3-D nonlinear motions 9.2.117-125
membrane, submerged and composite breakwaters 17.2.112-118
motion, wave drift force and moment on very large floating structure 11.3.176-183
mounted cylinder, vortex-induced vibration 13.2.99-104
parameters; compaction pile (SCP)-reinforced composite ground with low area replacement ratio, drained triaxial behavior 17.2.152-158
plates, semi-infinite, Wiener-Hopf technique 12.3.163-170
response, Mega-Float Phase-II Model in waves 13.4.254-259
sheet, vertical, linear waves 5.2.105-110
thermal, -plastic analysis of welding stresses; new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage 17.4.241-253
Elastica
cable-seabed interaction, numerical simulations 14.2.118-124
dynamic analysis, loop formation in cables under compression 12.3.217-222
Elastomer, thermoplastic, ship collision protective device 10.3.217-221
Elastoplastic
response, collision 1.4.293-299
system for post-buckling strength of ship double-hull structures 13.3.209-215
Electrocementation
effect of electric field intensity, caissons in calcareous sand 17.1.74-79
marine clay induced by electrokinetics 13.4.308-315
Electrochemical cementation of calcareous sand for offshore foundations 15.1.71-79
Electrode potential, crack nucleation time 4.2.151-155
Electrokinetic(s)
cementation, of calcareous sand for offshore foundations 18.1.73-80
electrocementation of marine clay induced by electrokinetics 13.4.308-315
load-carrying capacity enhancement of skirted foundation element 13.3.182-189
remediation of unsaturated soil contaminated by heavy metals―I: experimental study 20.2.140-146
remediation of unsaturated soil contaminated by heavy metals―II: numerical analysis 20.2.147-155
strengthening of marine clay adjacent to offshore foundations 12.1.64-73
strengthening of soft marine sediment 10.2.137-144
Electrolysis, seawater, MHD 3.4.250-257
Electron microscopy, impact of porous microstructures of gas hydrates on their macroscopic properties 14.4.305-309
Electrothermal deicing/heating of wind turbine blades; wind tunnel study 17.3.182-188