IJOPE Subject Index U-Z
U
ULS and ADCP mooring data 18.4.277-281
ULSM, see Universal nonlinear input-output model (UNIOM)
Ultimate
bearing capacity, unsaturated oil-contaminated sand, direct shear test 11.3.220-226
behavior and capacity, tubular and multiplanar joints 3.1.43-50
capacity, multiplanar, comparison with code predictions 4.2.134-141
holding capacity 9.1.73-78
limit state, structural reliability analysis for assessment of ULS of ship’s hull—case study 20.4.306-312
loads, speed-dependent ship/ice impact 10.4.285-291
stiffened panel, ship 7.1.22-27
strength analysis; new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage 17.4.241-253
strength, collapse analysis of stiffened plates, new simplified model 12.2.126-133
strength formulation for axially loaded CHS uniplanar T-joints 16.4.305-312
strength, ISUM approach for collapse analysis of double-bottom ship structures 13.3.224-231
strength, overall buckling 7.4.285-292
strength, tubular element 1.1.27-41
uplift, metal pile sand 2.3.234-237
Ultrasound(sonic)
Ultrasonically enhanced water flow through porous media 16.2.146-152
Umbilical
bend stiffness, core movement, fatigue, lubrication 3.2.150-155
bending, deflection, friction, stresses 3.2.143-149
Unbaffled, baffled tanks, liquid sloshing, ship rolling 6.4.278-282, 6.4.283-290
Uncertainty(ies)
analysis 10.1.10-18
model, collapse, thick pipes 4.4.312-319
ocean wave modeling 1.2.87-9
robust-to-modeling-uncertainties nonlinear control design for offshore structures 18.1.91-98
Uncoupled and coupled model, TLP 4.4.284-291
Underkeel clearance
berthing ships 7.4.277-284, 8.3.182-191, 10.2.112-122
deep-draft ships 8.3.200-206
Under-reamed anchors in seabed, uplift behavior 17.4.317-319
Underwater
cable, protection 10.4.310-315
laser, viewing 6.1.1-8
navigation, geophysical maps, vehicles 6.1.9-18
pressure hulls 8.3.207-212
robot manipulator, iterative learning control 13.2.120-127
robot manipulator, model-based sliding mode control 16.3.210-217
structures, rapid inspection by multi-AUV system with smart cable 14.4.265-273
Underwater vehicle(s) (AUV)
advanced technologies for cruising AUV Urashima 18.2.81-90
agent-based docking system for AUV, preliminary test 19.1.52-59
autonomous, underwater navigation, geophysical maps 6.1.9-18
biology-inspired precision maneuvering, Part 3 15.2.81-87
biology-inspired precision maneuvering, Part 4 16.3.195-201
deep-ocean, new directions 6.4.241-243
depth control, linear parameter-varying techniques 13.1.52-59
exploiting redundancy in underwater vehicle-manipulator systems 19.2.115-123
France, deep-sea research 6.4.268-274
low-tension cable, dynamics 3.3.213-218
motion simulation 2.3.198-203
multi-AUV system with smart cable for rapid inspection of underwater structures 14.4.265-273, 14.4.274-283
navigation, extended Kalman filter, Doppler velocity log, inertial measurement unit 15.2.88-95
navigation, geophysical maps 6.1.9-18
preliminary test on agent-base docking system for AUV 19.1.52-59
smart seafloor mining 10.3.182-186
towed 2.1.38-45, 10.1.19-25
towing and winch control strategy in sheared currents 16.3.218-227
tracked, Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
virtual mooring and field experiment, disk-type underwater glider 19.1.66-70
Uniaxial viscoelastic ice bar 2.2.129-134
UNIOM, see Universal nonlinear input-output model
Uniplanar X-joints 2.1.1-6
Unit skin friction, metal pile, sand 2.3.234-237
Universal
linear system model 9.1.48-54
nonlinear input-output model (UNIOM), Heidrun ringing wave 12.3.189-195, 13.4.260-265
nonlinear input-output model (UNIOM), vertical response of offshore structures to nonlinear waves (a review) 17.2.81-88
Unsaturated soil; characteristics of electrokinetic remediation of contamination by heavy metals―I: experimental study 20.2.140-146
Unsaturated soil; characteristics of electrokinetic remediation of unsaturated soil contaminated by heavy metals―II: numerical analysis 20.2.147-155
Unsteady
characteristics, ocean wave, fluid machinery 7.4.308-312
flow, air turbine with staggered blades for wave power conversion 13.4.316-320
flow around mechanical pectoral fin 15.3.161-167
flows, berthing ships 7.4.277-284
flows, resistance, in-line force model search 10.4.249-254
motion, towed vehicle in transient mode 10.1.19-25
wakes, plane 4.1.1-5
UOE linepipe
buckling resistance of high-strength UOE linepipes used in strain-based design applications 18.3.176-182
collapse testing on short linepipe for deepwater applications 17.4.309-316
feature issue on high-performance pipeline technology (X120-grade steel) 14.1.2-80
improved collapse resistance with thermal aging for deepwater applications 17.4.280-287
material design for line pipe steel to minimize HAZ softening and obtain good HAZ toughness 18.3.204-210
modeling of anisotropy of TMCP and UOE line pipes 17.4.288-293
Upheaval, buckling model 8.4.283-291
Uplift
capacity, uplift behavior of under-reamed anchors in seabed 17.4.317-319
capacity of fixed shallow anchors subjected to vertical loading in rock 15.4.312-320
capacity, pipelines in jetted clay backfill 12.4.280-287
capacity, vertical, suction caissons 12.2.89-97
capacity, vertical pile, clay 3.3.231-235
ultimate, metal pile, sand 2.3.234-237
Upper response branch, vortex-induced vibration 18.2.99-105
Urashima, advanced technologies for cruising AUV 18.2.81-90
V
Validation
CFD, ship seakeeping, transient tests 11.3.184-190
experimental, analytical boundary-layer solution for riser mechanics 8.4.303-310
experimental, ship rolling, liquid sloshing 6.4.278-282, 6.4.283-290
field, soil friction transition during suction pile installation 12.4.311-315
numerical;, nonlinear wave diffraction by submerged horizontal circular cylinder 19.3.198-205
numerical simulations by testing 9.1.10-15
studies of panel-free method for wave-body interaction analysis 19.4.295-299
usefulness of FSRVM solution 8.4.241-250
Value(s)
B-value; influence of imperfect saturation on deformation characteristics and pore water pressure buildup under cyclic loading for sand 20.2.132-139
estimated significant, Mega-Float Phase-II Model elastic response 13.4.254-259
extreme, airgap prediction, 2nd-order diffraction, Stokes theory 12.3.184-188
van der Pol oscillator
diffusive, vortex shedding, forced cylinder 5.4.256-260
vortex shedding, forced cylinder 5.4.251-255
Vane, guide
impulse turbine 4.1.76-80, 5.1.72-74, 10.2.145-152, 12.2.142-146
Wells turbine 8.2.155-160, 10.2.145-152, 10.2.153-159, 11.1.72-76
Variable
amplitude loading 10.2.131-136
spatial design 13.4.293-300
Variation(s)
modeling annual variation of sea-ice cover in Baffin Bay 17.3.176-181
seasonal, sea ice 1.1.53-57
shape, consolidation process of geotextile tube with fine-grained materials 14.2.150-158
Variational method (analysis), marine riser 1.4.300-306
Vectors, thrust 9.2.117-125
Vehicle, Ro-Ro passenger ship with flooded vehicle deck 15.2.109-116
Vehicle(s), underwater
advanced technologies for cruising AUV Urashima 18.2.81-90
biology-inspired precision maneuvering, Part 3 15.2.81-87
biology-inspired precision maneuvering, Part 4 16.3.195-201
deep-ocean, new directions 6.4.241-243
depth control, linear parameter-varying techniques 13.1.52-59
exploiting redundancy in underwater vehicle-manipulator systems 19.2.115-123
France, deep-sea research 6.4.268-274
low-tension cable, dynamics 3.3.213-218
motion simulation 2.3.198-203
multi-AUV system with smart cable for rapid inspection of underwater structures 14.4.265-273, 14.4.274-283
navigation, extended Kalman filter, Doppler velocity log, inertial measurement unit 15.2.88-95
navigation, geophysical maps 6.1.9-18
preliminary test on agent-base docking system for AUV 19.1.52-59
smart seafloor mining 10.3.182-186
towed 2.1.38-45, 10.1.19-25
towing and winch control strategy in sheared currents 16.3.218-227
tracked, Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
virtual mooring and field experiment, disk-type underwater glider 19.1.66-70
Velocimetry, Particle Image (PIV), ship model wake analysis 11.4.261-266
Velocity(ies)
acoustic 9.3.219-225
bottom, water wave diffraction 4.3.169-173
breaking wave 1.2.108-114
critical striking velocity; effect of buffer bow structure in ship-ship collision 18.2.133-141
cumulative absolute; energy-based evaluation of excess pore pressure using damage potential 18.1.56-64
drift 10.4.241-248
field; wave-current interaction for waves propagating against currents 17.4.259-265
level crossings 10.2.91-98
local maxima 10.2.91-98
log, Doppler 15.2.88-95
P-wave; influence of imperfect saturation on deformation characteristics and pore water pressure buildup under cyclic loading for sand 20.2.132-139
potential 9.4.241-256
S-wave; influence of imperfect saturation on deformation characteristics and pore water pressure buildup under cyclic loading for sand 20.2.132-139
settling, consolidation process of geotextile tube with fine-grained materials 14.2.150-158
shear wave 10.1.73-79
wave crest velocity and wave height, joint distribution 11.1.23-32
Vertical
acceleration 11.2.106-112
circular cylinder, array: experimental study on 2nd-order near trapping 15.2.96-103
circular cylinder, circular footing 4.1.11-17
circular cylinder, random wave force coefficients 4.4.278-283
circular cylinder, wave forces 2.3.161-167, 4.3.206-211
columns, rigid, free surface fluctuations 6.1.41-46
cylinder, nonlinear Froude-Krylov forces 13.2.105-111
cylinder, random forces produced by high sea waves interacting with current 15.1.21-27
cylinder, runup due to waves and current 11.1.33-41
cylinder, submerged 8.3.173-181
cylinder, wave forces, pile group 3.3.225-230
deflection; submarine moving closer to ice surface conditions 18.4.271-276
elastic sheet, linear waves 5.2.105-110
(and) horizontal oscillations, vertical circular cylinder 4.1.11-17
loading, drained load-displacement response 12.1.74-80
pile, uplift capacity, inclined load, clay 3.3.231-235
pipe, axial dampers, elastic joints, deep-ocean mining 7.1.36-43
pipe, deep ocean 9.2.117-125
pipe string, longitudinal damping, optimum buffer shape 7.2.104-110
plate vibration and generation of transient waves by wave impact; nonlinear solution 19.3.189-197
uplift capacity, suction caissons 12.2.89-97
vertical response of offshore structures to nonlinear waves (a review) 17.2.81-88
Very large floating structure(s), see VLFS
Vessel(s)
grounding, risk assessment 9.1.16-21
ice-transiting (icebreaking supply, tug, research vessels, passenger car/ferries); design parameters 18.4.282-287
icing 4.119-126
Ro-Ro 8.3.192-199
Vibrating cylinder, oscillating flow, vortex regimes 7.2.94-103
Vibration(s)
absorber, buffer, control, pipe string 2.4.309-317
analysis, FEM, mega-float structure 12.1.48-55
axial, biaxial, bending and torsional, deep-ocean pipe 4.4.331-339
axial, biaxial, bending and torsional, linear, nonlinear, deep-ocean pipe 4.4.320-330
cable, considering interlayer Coulomb friction 15.3.229-234
cable, damping, riser, thruster control 6.4.294-297
cable, offshore platforms 3.3.189-196
cable dynamics 3.3.176-182, 3.3.183-188
free, analysis, offshore structures 3.3.219-224
horizontal, vertical, pile 3.2.156-160
ice-induced 2.3.204-211
interaction, plate shell 4.1.6-10
flow-induced 1.1.18-26, 3.4.280-298, 5.2.81-90, 18.4.302-307
longitudinal, pipe strings, shapes of buffers 1.2.154-160
longitudinal by absorber, mining manganese nodules 4.1.62-67
longitudinal of pipe string, control, cobalt crust 2.4.309-317
splitter-plate wake stabilization and low aspect ratio cylinder flow-induced vibration mitigation 20.3.190-195
streamwise; flow-induced vibrations of cylinder with 2 degrees of freedom near rigid plane boundary 18.4.302-307
suppression, D-section structural member 5.3.161-165
suppression, nutation damper 7.3.174-180
test, ice-structure interaction during earthquakes 11.4.290-297
torsional, free-span pipeline 6.1.53-61
transverse; flow-induced vibrations of cylinder with 2 degrees of freedom near rigid plane boundary 18.4.302-307
vertical plate vibration and generation of transient waves by wave impact; nonlinear solution 19.3.189-197
vortex-excited, circular cylinder in planar oscillating flow 13.4.266-273
vortex-excited, vertical cylinder 8.1.66-73
vortex-induced, VIV, see topic entry below
waves 9.1.39-47
Vibrational characteristics 8.2.148-154
Viewing, laser, underwater 6.1.1-8
Viscoelastic
damping; temperature effect on vibration characteristics of laminated beam 20.2.118-124
plate; dynamic response of ice-covered fluid to submerged impulsive point source 19.4.317-319
-viscoplastic constitutive model, dynamic behavior characteristics in wide strain range 16.2.153-160
Viscous
damping 8.4.241-250
drift, floating OTEC plant 3.3.236-239
flow, fluid 8.3.173-181
force, oscillating cylinder, roughness effect 5.3.188-197
(and) potential computations, roll damping of 2-D cylinders, FPSO 13.3.205-208
Viscous effect(s)
hydrodynamic force 1.4.279-283
low-frequency oscillation, semisubmersible 3.1.17-25
3D effects on measured results using a 2D model in narrow wave channel 20.2.88-94
wave-body interaction 8.1.39-45
Vision, preliminary test on agent-based docking system for AUV 19.1.52-59
Visualization, flow
circular cylinder, 3-D effect 2.2.81-86
irregular waves, cylinder 5.4.270-272
washover laboratory experiments with optical instrument 13.4.274-279
wave and wave-current loading on circular cylinder 8.2.122-129
VIV, see Vortex-induced vibration(s)
VLCC(s), collision strength of side structures 11.2.113-117
VLFS (Very Large Floating Structure)
aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
application, new simplified model, collapse analysis of stiffened plates 12.2.126-133
applications, fast multipole method for wave diffraction-radiation problems 16.4.253-260
column-supported type 10.2.81-90, 11.3.176-183
FEM for time domain analysis of hydroelastic response with fully nonlinear free-surface conditions 16.3.168-174
hydroelastic responses 10.2.81-90, 16.3.168-174
multimodule mobile offshore base 9.2.126-133
Phase-II Mega-Float Model, hydroelastic response in waves 13.4.254-259
pontoon type 10.2.81-90
semisubmersible motions 1.4.307-316
slamming impact pressure 12.1.9-15
synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
time domain analysis of hydroelastic response of VLFS considering horizontal motion 18.1.21-26
wave drift force and moment, arbitrary geometry 13.3.198-204
wave response analysis with attached submerged plate 13.3.190-197
wave response analysis by accelerated Green’s function method in infinite water depth 17.1.32-38
VLMOS (Very Large Mobile Offshore Structure), hydroelastic motions and drift forces 15.3.183-188
VOF
hybrid LS and VOF method for 3D simulation of wave breaking and overtopping 19.4.308-316
model, porous media and water wave interaction 12.3.196-205
Volcanic soil, creep behavior of deep-sea and island clays at room and elevated temperatures 15.1.65-70
Voltage, high
atmospheric icing, crystallography 7.1.13-15
ice accretion 4.1.40-47
Volterra
model, quadratic, Heidrun ringing wave, ULSM/UNIOM test data 12.3.189-195
model, quadratic, nonlinear, in offshore engineering 13.1.12-20
model, quadratic, nonlinear response of offshore structures to high seas 19.1.1-7
model, 2nd-order 12.4.243-248
model, wave drift damping 1.3.235-241
series, fluid machinery 7.4.301-307
series representation of nonlinearity 11.2.87-92
2-term series, ALP 4.4.298-301
Volume expansion; improved inherent strain analysis for plate bending by line heating considering phase transformation of steel 17.2.139-144
Vortex
forces, strumming 2.1.32-37
free surface random vortex method (FSRVM) 8.4.241-250, 10.4.241-248
-excited vibration, circular cylinder in planar oscillating flow 13.4.266-273
-excited vibration, vertical cylinder 8.1.66-73
-induced, conductor pipes 4.3.231-233
-induced, splitter plate 4.3.193-199
intensity, shedding, circular cylinder 3.4.280-298
methods, optimization of shedding in 3-D wakes using belt actuators 15.1.7-13
random, method (RVM), Navier-Stokes equations 3.2.81-92
regimes, vibrating cylinder, oscillating flow 7.2.94-103
resonance, nutation damper 7.3.174-180
Vortex-induced vibration(s) (VIV)
amplification 16.1.33-40
conductor pipes 4.3.231-233
damage detection in flexible risers using statistical pattern recognition techniques 18.1.35-42
dynamic response of oscillating flexible risers under lock-in events 19.1.23-30
elastically mounted cylinder 13.2.99-104
flexible cylinder 10.1.26-33
hanging flexible riser with top in irregular motion 15.4.274-281
phenomenon 13.2.99-104
riser interference and VIV amplification in tandem configuration 16.1.33-40
splitter plate 4.3.193-199
splitter-plate wake stabilization and low aspect ratio cylinder flow-induced vibration mitigation 20.3.190-195
super-upper response branch boundaries 18.2.99-105
Vortex shedding
cables 3.3.172-175
diffusive van der Pol oscillator, forced cylinder 5.4.256-260
marine pipeline 5.2.81-90
motion, irregular waves, cylinder 5.4.270-272
optimization, in 3-D wakes using belt actuators 15.1.7-13
van der Pol oscillator, forced cylinder 5.4.251-255
vertical circular cylinder 4.3.206-211
wave-induced 8.1.39-45
Vorticity
acoustic tomography, real-time acoustic monitoring of ocean interiors 13.4.280-284
flow associated with rolling motion 8.4.241-250
separated flows 3.2.81-92
W
Wake(s)
induced oscillations (WIO), riser interference and VIV amplification in tandem configuration 16.1.33-40
interference, wake-induced instability of cylinders 12.1.31-33
interference; multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
propeller, ship model wake analysis by PIV 11.4.261-266
ship wave, ice, internal wave manifestations, moving load 7.2.81-88
ship wave, ice flexural deformations, moving load 7.1.1-12
3-D, optimization of vortex shedding, using belt actuators 15.1.7-13
unsteady 4.1.1-5
Wall
cylindrical diaphragm, movement during deep excavation 13.4.285-292
diaphragm; predicting lateral wall deflection in top-down excavation by neural network 19.2.151-157
-jet interaction in shallow waters 17.3.213-217
Warming, global, gas hydrates, permafrost 4.2.162-166
Washover, laboratory experiments with optical instrument 13.4.274-279
Water
confined water effects on manoeuvring capabilities of self-propelled submarine 17.2.89-96
cooling; improved inherent strain analysis for plate bending by line heating considering phase transformation of steel 17.2.139-144
current, biology-inspired precision maneuvering of underwater vehicles, Part 3 15.2.81-87
cushion, berthing ships 7.4.277-284, 8.3.182-191
deep; extreme wind, wave and current in deep water of South China Sea 20.1.18-23
deep; pipeline-soil interaction, seabed characterization and models 17.3.193-204
depth effects, finite, diffraction-radiation wave, ship advancing through regular waves 16.4.241-252
flow rate through porous media, ultrasonic effects 16.2.146-152
green; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
impact phenomena, multigrid technique for numerical simulations 16.4.283-289
infinite depth, wave response analysis by accelerated Green’s function method 17.1.32-38
mass movement in coastal regions, Lagrangian drifter 12.3.213-216
overtopping 9.3.182-187
particle, breaking wave 1.2.108-114
particle motion 8.1.74-79
quality, deterioration, lack of circulation 11.3.194-201
shallow; Boussinesq cut-cell model for wave scattering from cylinder 17.4.266-269
shallow flow, wave-current interaction 14.2.86-88
shallow, ice model tests of caisson platform 17.4.270-275
shallow, near resonance of diffraction waves by array of plates 11.4.254-260
shallow water equations; well-balanced shallow flow solver for coastal simulations 20.1.41-47
shallow water jet, jet-wall interaction 17.3.213-217
shallow; wave run-up and response spectrum for wave scattering from a cylinder 19.3.183-188.
shallow, wave transformation 9.4.257-263
turbid, particle size, underwater, laser, viewing 6.1.1-8
ultra-deep; experiments for modeling internal fluid effect on hung-off rigid riser under axial motion 20.1.7-14
wave, diffraction-radiation problems/solutions 8.2.110-114
wave, growth by wind 12.4.237-242
wave, shear flow, wind-induced 5.4.273-278
wave diffraction and spectral response surface method 17.4.254-258
wave diffraction, axisymmetric obstacles 4.3.169-173
wave problems, effects of artificial damping 13.2.88-98
Waterjet nodule lifter, manganese nodule collector 11.3.237-239
Wave(s)
absorption 10.4.269-275, 11.3.168-175, 16.2.81-89, 19.3.189-197
amplification 8.1.51-57
amplitude 8.4.258-264
asymmetric, weak and strong, impact and nonimpact 7.3.161-167, 8.2.81-89
asymmetric, weak and strong, numerical wave tanks: review 9.4.241-256
basin, AMOEBA (Advanced Multiply Organized Experimental BAsin), ship motion analyses of ring and focused transient waves with absorbing wave-maker 16.1.10-17
basins, configuration 16.2.81-89
basins, reflection 5.1.1-9
bending moment, production ships 4.4.302-311
bichromatic, random, large-scale experiment, spar platform 6.1.27-34
bodies at forward speed 1.1.58-63
-body interaction, floating bodies 5.3.171-179
-body interactions, fully nonlinear, with fully submerged dual cylinders 14.3.210-217
-body interaction, 3-D calculation for multiple floating bodies in proximity 18.1.14-20
-body interaction, viscous effects 8.1.39-45
-body interaction, viscous fluid 8.3.173-181
bound long (infragravity), statistical behavior 16.3.183-194
breaking, see topic entry below
circular cylinder; wave run-up and response spectrum for wave scattering 19.3.183-188.
coastal structures, hydrodynamics, horizontal plate 6.1.19-26
combined wave and current flow 11.2.93-98
concave and convex shape, impacting process 6.4.291-293
control, entry(harbor), diffraction, L-shaped structures 4.4.292-297
crest, maximum 8.2.90-101
crest velocity and wave height, joint distribution 11.1.23-32
crossing 8.1.74-79
current(s), see topic entry below
damping, simulation of wave transformation in vertical permeable structure 14.2.89-97
damping and force 1.4.264-269, 1.4.270-278
decay; scattering and damping of ice-coupled waves 18.4.263-270
design 10.2.99-196
diffraction, see topic entry
directional, maker 4.4.273-277
directional short-crested waves; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
drag; performance prediction of surface-piercing bodies in numerical towing tank 18.2.106-111
Draupner freak, field and laboratory, impact 13.1.38-42, 13.4.260-265
drift, see topic entry below
duration/persistence statistics, recording interval, fractal dimension 12.2.108-113
energetic 2.1.46-53
energy, see topic entry below
-exciting force 1.2.101-107, 18.1.14-20
extremal 10.3.161-169
extreme: new method for applying r-largest maxima model for design sea-state prediction 19.3.176-182
extreme behavior around model TLP 8.1.51-57
feed forward 1.1.1-7
flexural, propagation at interface between floating plates 12.3.163-170
flexural-gravity 14.3.161-168, 16.1.1-4, 18.4.271-276
floater, motion 1.2.164-166
fluid-particle flows, numerical model 7.2.89-93
focused transient and ring waves in AMOEBA with absorbing wave-maker 16.1.10-17
focused waves: wave run-up and response spectrum for wave scattering from a cylinder 19.3.183-188.
focusing, nonlinearities 6.2.131-137
forces, see topic entry below
forces, random, see topic entry below
freak, see topic entry below
free surface 8.3.182-191
Gaussian 10.2.91-98, 10.3.161-169
generation and absorption in wave basins: theory and application 16.2.81-89, 16.4.320 (Discussion)
giant 10.3.170-172
gravity 10.4.269-275
Green function method 8.2.110-114
groups, see topic entry below
height, fractal dimension, duration/persistence statistics, recording interval 12.2.108-113
height and wave crest velocity, joint distribution 11.1.23-32
height; effect of bow flare shape on water impact pressure 16.2.112-117
height; new method for applying r-largest maxima model for design sea-state prediction 19.3.176-182
height; wave-current interaction for waves propagating against currents 17.4.259-265
heights, maximum 8.2.90-101, 10.2.99-106
high, groups, Markov Theory 12.2.105-108
hybrid model, slow-drift motion, compliant offshore structures 7.2.119-126
hydrodynamics 2.4.251-261
ice-coupled 12.3.157-162, 18.4.263-270
-iceberg load combination factor 8.1.1-8
impact; numerical simulation of strongly nonlinear wave-ship interaction by CIP-based Cartesian grid method 20.2.81-87
impact forces; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
impact, plunging, large horizontal cylinders 4.l.23-29
impact pressure calculations by improved SPH methods 19.4.300-307
impact; vertical plate vibration and generation of transient waves; nonlinear solution 19.3.189-197
incident, large amplitude 12.3.206-212
-induced bending moment; structural reliability analysis for assessment of ULS of ship’s hull—case study 20.4.306-312
-induced motion, ocean platform 1.2.146-153
-induced motion, rectangular plate in sea with straight breakwater 13.1.43-51
-induced motion, sway and roll hydrodynamics of cylindrical sections 13.4.241-248
-induced motions of body floating in 2-layer fluid 15.3.175-182
-induced ship motions, entering and departing harbors 15.2.117-124
interaction, dual wave-wave 9.4.264-270
interaction with fixed vertical circular cylinder, numerical investigation 14.3.202-209
interactions, wave focusing 6.2.131-137
irregular, see topic entry below
joint distribution, northern North Sea 12.1.1-8
kinematics 10.3.170-172
kinematics, freak wave particle 13.1.38-42
length 10.3.161-169
linear, circular elastic plate 14.2.81-85
linear, damping 13.2.88-98
load(s)(ing), see topic entry below
long (infragravity), statistical behavior 16.3.183-194
long-crested waves; effect of bow flare shape on water impact pressure 16.2.112-117
-maker 4.4.273-277, 16.2.81-89, 16.3.161-167
mechanics 8.3.173-181
modeling 11.2.81-86
models (Boussinesq, KdV) 7.4.262-268
modulation, bispectral analysis 4.1.1-5
moored structure 1.2.161-163
nonlinear, see topic entry below
oblique, propagating across oblique crack in ice sheet 12.3.157-162
observation, buoy, model and field experiments 13.1.21-28
ocean, see topic entry below
overtopping; hybrid LS and VOF method for 3D simulation of wave breaking and overtopping 19.4.308-316
overturning; nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
pattern 10.1.10-19
period 10.3.161-169
period, encounter; ship motion, ring and focused transient waves in AMOEBA with absorbing wave-maker 16.1.10-17
periodic, shoaling 9.4.257-263
plunging, impact pressures, variability, cylinders 1.2.94-100
power conversion, air turbine with staggered blades 13.4.316-320
power conversion, axial flow air turbine 7.4.308-312
power generator, impulse turbine 3.1.73-78, 5.1.72-74
power generator, turbine 1.2.122-128
power generator, Wells turbine 10.2.153-159
propagation, ice cover, crack 1.3.212-219, 10.3.173-176
propagation, Rayleigh, earthquake analysis 11.2.133-140
propagation in floating broken ice 9.3.161-166
propagation past pile-restrained floating breakwater 8.4.265-269
radiation, numerical wave tanks: review 9.4.241-256
radiation, 2nd-order 3.4.264-272
radiation stress and depth-dependent drift in surface waves with dissipation 18.1.8-13
random, see topic entry below
Rayleigh, propagation, earthquake analysis 11.2.133-140
reflection, simulation of wave transformation in vertical permeable structure 14.2.89-97
reflection, development of floating body with high performance 17.1.39-46
refraction 9.1.39-47
regular 9.3.226-232, 10.4.276-284, 16.3.175-182
response analysis with attached submerged plate 13.3.190-197
ringing, Heidrun, ULSM/UNIOM model test data 12.3.189-195
rogue, see Waves, freak
run-up and response spectrum for wave scattering from a cylinder 19.3.183-188.
run-up, mean 3.2.101-106
run-up, strong asymmetric wave 6.4.291-293
run-up and jetting 8.1.51-57
scattering and damping of ice-coupled waves 18.4.263-270
scattering, by an infinite straight-line array of axisymmetric floes 18.4.254-262
scattering from cylinder in shallow water, cut-cell model 17.4.266-269
scattering from cylinder; wave run-up and response spectrum 19.3.183-188
sea, floating platform dynamics 7.3.189-196
seabed, movement, review 7.3.220-225
seabed response under waves with free-surface water flow, numerical investigation 17.2.97-104
2nd-order, bichromatic Stokes 9.3.175-181
2nd-order, diffraction, 19.3-183-188
2nd-order, long 2.1.54-60
2nd-order, Stokes, floating structure 4.2.89-96
shear, velocity evaluation, reclaimed soil, West Taiwan 10.1.73-79
ship, wake, ice cover flexural oscillations, moving load 11.1.1-8
ship, wake, ice flexural deformations, moving load 7.1.1-12
ship, wake, ice, internal wave manifestations, moving load 7.2.81-88
short-crested, directional; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
short-crestedness, pipeline 3.2.115-120
simulation, tension leg platform 2.1.18-23
simulation of irregular, floating platform dynamics 7.3.189-196
slamming, FPSO bow, mitigation 12.4.297-304
solitary, evolution, shelf 3.1.1-6
solitary, tsunami, floating island 6.3.171-176
soliton (upstream-advancing, solitary, runaway) 7.4.262-268
spectrum; directional wave spectrum estimation based on vessel’s 1st-order motions; field results 19.2.81-89
spilling wave, observation of coherent turbulent structure under breaking wave 19.1.15-22
springing, tension leg platform 2.3.175-185
stabilisation: splitter-plate wake stabilisation and low aspect ratio cylinder flow-induced vibration mitigation 20.3.190-195
standing 9.3.182-187
statistics, floating platform dynamics 7.3.189-196
statistics, wave duration/persistence, recording interval, fractal dimension 12.2.108-113
steep regular laboratory 9.3.167-174
Stokes 5th-order 9.3.167-174
Stokes 5th-order-like, springing and ringing, TLP 7.1.28-35
storm action, silts, fine-grained soils, liquefaction 6.4.308-312
strong and weak asymmetric, springing and ringing, TLP 7.1.28-35
strong asymmetric, impacting process 6.4.291-293
-structure interaction 12.3.196-205, 19.3.183-188
tank, see topic entry below
-topographic interactions, internal wave energetics on shelf break 17.1.22-29
transformations, shallow water 9.4.257-263
transient, experimental optimization of perforated structures 14.2.98-103
transient, freak wave phenomenon 13.1.38-42
transient; vertical plate vibration and generation of transient waves by wave impact; nonlinear solution 19.3.189-197
transmission 8.4.265-269
transmission, development of floating body with high performance 17.1.39-46
transmitted and reflected, near resonance of diffraction waves by array of plates 11.4.254-260
underwater vehicles, guidance and control, biology-inspired precision maneuvering of, Part 3 15.2.81-87
vibration, elastic deflection, floating airport 9.1.39-47
vibration, marine pipeline 5.2.81-90
wake, ice cover flexural oscillations, moving load 11.1.1-8
water, shear flow, wind-induced 5.4.273-278
water wavetrains 9.4.264-270
-wall, floating pontoon breakwater 12.2.114-120
-wave diffraction and spectral response surface method 17.4.254-258
-wave interaction, slow-drift motion, compliant offshore structures 7.2.119-126
weakly and highly nonlinear waves, nonlinear response of offshore structures to high seas 19.1.1-7
wind, numerical simulations 3.2.93-100
wind, swell 7.4.241-245, 12.4.237-242
wind-generated 13.2.105-111
Wave(s), breaking
coherent turbulent structure under breaking wave 19.1.15-22
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
hybrid LS and VOF method for 3D simulation of wave breaking and overtopping 19.4.308-316
ice, nonstationary movement of load 9.4.293-297
LONGTANK 4.3.200-205
numerical analysis of internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
short-crested, laboratory measurements 5.3.212-218
simulations of hydro-elastic impacts using parallel SPH model 20.3.181-189
swash zone, hydrodynamics, turbulence characteristics 11.3.202-210
wave particle, velocity 1.2.108-114
Wave(s) current(s)
ALP 4.4.298-301
-current forces 10.4.276-284
interaction, bodies at forward speed 1.1.58-63
interaction, fluid-structure interaction 3.2.107-114
interaction for waves propagating against currents 17.4.259-265
interaction, forces, pile group 3.3.225-230
responses of barge-mounted platform in waves and currents 9.4.283-292
runup, boundary element method 5.3.219-224, 11.1.33-41
Wave(s), diffraction
array, vertical circular cylinders: experimental study on 2nd-order near trapping 15.2.96-103
effects of forward speed of ship on added resistance in waves 20.3.196-203
free surface, offshore structure 6.2.104-111
near resonance, by array of plates 11.4.254-260
nonlinear, submerged horizontal cylinder 13.1.29-37, 19.3.198-205
numerical wave tanks: review 9.4.241-256
-radiation 1.2.146-153, 8.2.102-109
-radiation, 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
-response analysis with attached submerged plate 13.3.190-197
2nd-order wave diffraction: wave run-up and response spectrum for wave scattering from a cylinder 19.3.183-188.
theory as prediction tool for airgap beneath multicolumn gravity-based structures, wave-tank tests 16.3.175-182
water, load, bottom velocities 4.3.169-173
wave-jet nonlinear interaction: mathematical model development and experimental results 17.2.119-124
Wave(s), drift(ing)
damping 8.2.102-109
damping, PC-based, analytic solution, TLP 5.4.261-269
damping, Volterra model 1.3.235-241, 2.3.168-174
force, large floating multiple connected 5.3.204-211
force and moment, very large floating structure 11.3.176-183
force, validation studies of panel-free method for wave-body interaction analysis 19.4.295-299
(in) waves and uniform currents 9.4.283-292
offshore structures 3.4.273-279
radiation stress and depth-dependent drift in surface waves with dissipation 18.1.8-13
Wave(s), energy (power)
absorption by pulsating submerged sphere of variable radius with swinging moored tension line 15.1.40-45
aerodynamics 4.1.68-75
biplane axial turbine 1.2.122-128
conversion 8.2.155-160, 8.3.222-227, 10.2.145-152, 11.1.72-76, 12.2.142-146, 13.4.316-320
converter(s) 10.2.153-159, 12.2.147-155, 15.4.292-299, 16.4.297-304
dissipation, submerged plate breakwater composed of horizontal porous plate and slightly inclined solid plate 19.1.42-45
extraction devices 9.3.233-239
focusing 6.1.47-52
generating system 15.4.292-299, 16.4.297-304
IPS 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
impulse turbine 3.1.73-78, 4.1.76-80
method for absorbing 11.2.155-160
ocean 11.1.72-76, 12.2.142-146
oscillating water column (OWC) 3.1.66-72, 6.3.227-233, 10.4.269-275, 11.2.147-154, 18.1.27-34
splitting theorem, development of floating body with high performance 17.1.39-46
utilization 2.2.93-109
Wells turbine 2.3.238-240, 6.1.68-75, 11.1.72-76, 11.3.227-230, 11.4.315-320
Wave(s), force(s)
axisymmetric bodies 11.4.248-253
coastal structures, horizontal plate 6.1.19-26
Draupner freak wave impact, field and laboratory, on vertical truncated cylinder 13.4.260-265
extreme; reliability calculation of reinforced concrete offshore structures 16.2.138-145
fixed offshore structures 8.1.1-8
impact force, nonlinear response of offshore structures to high seas 19.1.1-7
impact forces; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
nonlinear irregular, TLP 5.3.166-170
nonlinear, wave-body interactions with fully submerged dual cylinders 14.3.210-217
overtopping water 9.3.182-187
resistance in unsteady flow 10.4.249-254
runup, MOLIKPAQ platform 4.3.183-192
structure-fluid interaction 7.3.197-204
submarine pipelines, trenches 3.1.35-42
vertical circular cylinder 2.3.161-167
vertical circular cylinder, crossing waves 8.1.74-79
Wave(s) forces, random
coefficients 1.4.255-263
free-surface fluctuations 6.1.41-46
recent research 1.1.64-70
vortex method analysis 3.2.81-92
Wave(s), freak
Draupner freak wave impact, field and laboratory, on vertical truncated cylinder 13.4.260-265
field and laboratory, impact 13.1.38-42, 13.4.260-265
nonlinear response of offshore structures to high seas 19.1.1-7
nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
transient, freak wave phenomenon 13.1.38-42
Wave groups
breaking, energetic 2.1.46-53
focusing 6.2.131-137
high waves, Markov Theory 12.2.105-108
numerical simulation 3.2.93-100
threshold of sand motion 10.2.107-111
velocities of 10.2.91-98
Wave(s), irregular
forces, cylinder 5.4.270-272
horizontal cylinder, laboratory experiment 6.2.124-130
IPS (Interproject Service) 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
loading, multidirectional 4.3.206-211
loading, wavelet analysis of spar responses 12.1.16-24
numerical tank 4.4.265-272
offshore structures 7.4.301-307
prediction of Morison-type forces, high Reynolds number 8.4.273-279
seepage force, circular cylinder bottom 7.1.70-76
short-crested irregular, Mega-Float Phase-II Model 13.4.254-259
simulation of, floating platform dynamics 7.3.189-196
Wave(s), load(s)(ing)
axysymmetric obstacles 4.3.169-173
circular cylinder 8.2.122-129
compliant TLP 5.2.111-119
extreme; reliability calculation of reinforced concrete offshore structures 16.2.138-145
free surface, offshore structure 6.2.104-111
horizontal cylinder, ellipticity 1.4.247-254
hydrodynamic forces on vertical piggyback risers 12.4.249-255
mechanical behavior of marine clay under wave loading 20.1.72-79
nonlinear 2.3.175-185, 9.1.48-54, 9.3.167-174
PC-based, analytic solution, TLP 5.4.261-269
Wave(s), nonlinear
-body interactions with fully submerged dual cylinders 14.3.210-217
-body interaction with fully submerged dual cylinders 14.3.210-217
diffraction 7.3.181-188, 17.2.119-124
floating island 6.3.171-176
force, non-Gaussian analysis, offshore structure 7.3.205-211
gravity, shelf 3.1.1-6
hydrodynamic forces 4.3.174-182
internal wave (NLIW) energetics on a shelf break 17.1.22-29
irregular, TLP 5.3.166-170
-jet nonlinear interaction: mathematical model development and experimental results 17.2.119-124
maker 16.3.161-167
model, Eulerian-Lagrangian 12.3.196-205
nonlinear random, of finite bandwidth, statistical properties 15.1.14-20
spectral analysis 11.2.87-92, 16.3.183-194
submerged horizontal cylinder 13.1.29-37
surface, numerical analysis of internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
transient waves’ generation and vertical plate vibration generated by wave impact; nonlinear solution 19.3.189-197
unsteady flows 7.4.277-284
vertical response of offshore structures to nonlinear waves (a review) 17.2.81-88
weakly 9.1.48-54
weakly and highly nonlinear waves, nonlinear response of offshore structures to high seas 19.1.1-7
Wave(s), ocean
crossing and oscillation intensities 10.4.255-262
extreme wind, wave and current in deep water of South China Sea 20.1.18-23
flexible body, thick plate 5.3.198-203
focusing 2.2.93-109
ice floe 3.4.322-327
impulse turbine, power 6.1.76-80
lens 2.2.93-109
modeling, uncertainties 1.2.87-93
nonlinear modulation 2.2.93-109
nonlinear wave-wave interaction 11.2.81-86
numerical analysis, internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
power conversion 7.4.308-312
power generation with Wells turbine, design method 14.3.227-232
swell 7.4.241-245, 12.4.237-242
Wave(s), random
buoyancy, drag and inertial, slamming forces, horizontal members 4.3.212-218
force, coefficient, numerical simulation 1.2.115-121
force coefficients, estimation methods 1.4.255-263
force coefficients, numerical experiment 4.4.278-283
Gaussian 8.4.258-264
groups, interacting with current on slender vertical cylinder 15.1.21-27
multidirectional random wave propagation 9.2.81-89
nonlinear, of finite bandwidth, statistical properties 15.1.14-20
2nd-order theory 12.4.243-248
spectra 4.4.257-264
surge drift motion 2.3.168-174
Wave, tank
experimental 9.4.241-256
model test 3.1.66-72
numerical, FEM model 9.4.271-275
numerical, fully nonlinear (NWT) 8.4.251-257, 9.2.90-96, 9.4.257-263, 9.4.264-270, 10.4.269-275, 14.3.210-217, 16.1.25-32, 16.3.161-167
numerical, OSC 7.2.154-159
numerical, review 9.4.241-256
numerical, simulations of 2-D wave tank in viscous fluid 10.1.1-9
numerical; vertical plate vibration and transient waves’ generation by wave impact; nonlinear solution 19.3.189-197
numerical, wave absorption 11.3.168-175
numerical analysis, internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
OWC, dynamic nonlinear response 7.2.154-159
tests, diffraction theory as prediction tool for airgap beneath multicolumn gravity-based structures 16.3.175-182
tests; water wave diffraction and spectral response surface method 17.4.254-258
viscous numerical 14.3.210-217
Wavelength, short: effects of forward speed of ship on added resistance in waves 20.3.196-203
Waveless frequency, development of floating body with high performance 17.1.39-46
Wavelet
analysis 8.4.270-272, 12.1.16-24
local directional analysis of ocean waves 16.2.97-103
transform, Draupner freak wave impact force, field and laboratory 13.4.260-265
Weak
impacting force, strong asymmetric wave 6.4.291-293
(and) strong asymmetric wave, impact and nonimpact 7.3.161-167, 8.2.81-89
Weathering, oil, -ice interaction 5.2.127-133
Weibull
distribution function, impact pressure, LNG carrier 5.1.10-16
stress; fracture assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
Weibull-Stokes model, distribution of maximum waves and crest heights 8.2.90-101
Weld(s)
-access holes, beam-column connection without, testing 12.3.229-235
butt, hot-spot stress design curves for fatigue assessment 12.2.134-141
defect, pipeline girth, recent advances in curved wide plate testing and implications for strain-based design 18.3.161-170
fillet, hot-spot stress design curves for fatigue assessment 12.2.134-141
girth, flaw assessment procedures for pipelines subjected to plastic straining 18.3.183-187
metal, fracture 1.3.208-211
metal, thermodynamic analysis of inclusion formation for weld microstructure control 16.2.128-131
microstructure control, thermodynamic analysis of inclusion formation 16.2.128-131
simulation; effects of phase transformations on residual stresses in welding of stainless steels 17.2.145-151
Weldability, weldable high-strength linepipe (X120), metallurgical science and design, feature issue 14.1.2-10
Welded
connections, K-joint tubular girders 10.1.50-56
connections, multiplanar tubular DT joints 12.4.305-310
joints, fatigue strength assessment, ships and FPSO units 12.1.40-47
joints, ultrasonic peening 6.4.304-307
hopper knuckle and radiused hopper knuckle; recommendations for design and fabrication 18.3.226-232
structures, hot-spot stress design curves for fatigue assessment 12.2.134-141
T-joints, fracture from fatigue cracks 11.2.125-132
Welding
CJP; stochastic analysis for FPSO based on shipyard practices 18.2.142-148
distortion, theoretical prediction, positioning and gap between parts 14.2.138-144
field, beam-column connections without weld-access holes, testing 12.3.229-235
friction, applied positioning-controlled process of aluminum alloy 16.2.132-137
friction stir welding of dissimilar Fe-Ni joint 16.3.228-232
friction stir welding, heat source models in simulation of heat flow 14.4.296-304
friction stir welding, joints of carbon steels, microstructural study 14.4.284-288
friction stir welding, residual stress evaluation for weldment of structural components using instrumented indentation technique 17.4.276-279
girth welding development for X120 linepipe, feature issue 14.1.18-28
grain structures in al-alloy friction stir welds observed by stop-action technique 14.4.289-295
hyperbaric (underwater); root bead penetration, X70 pipeline 16.2.123-127
hyperbaric GMAW, evaluation of welding procedures and consumables for diverless retrofit tee hot-tap applications 18.2.149-155
hyperbaric GMAW in x65 pipeline steel 20.2.110-117
hyperbaric GTAW of X70 pipeline, weld metal mechanical properties 16.3.233-240
molten pool oscillation in TIG arc welding 14.2.145-149
p-version FEM, application to stress singularity field problems 13.2.133-138
plate and seam welding technology for X120 linepipe 14.1.11-17
robot, molten pool oscillation in TIG arc welding 14.2.145-149
sequence, theoretical prediction, positioning and gap between parts 14.2.138-144
residual stresses, prediction and distortion; new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage 17.4.241-253
stainless steels, effects of phase transformations on residual stresses 17.2.145-151
Weldments, ship hull 2.2.135-140
Well systems, ultra-deep water 2.4.241-249
Wells turbine 2.3.238-240, 6.1.68-75, 7.4.308-312, 8.2.155-160, 8.3.222-227, 9.3.233-239, 10.2.145-152, 10.2.153-159, 11.1.72-76, 11.3.227-230, 11.4.315-320, 14.3.227-232
Weslefrikk semisubmersible, airgap prediction test results 12.3.184-188
Wetting and drying; well-balanced shallow flow solver for coastal simulations 20.1.41-47
White noise, nonlinear roll equation 3.1.32-34
Width, effective, post-buckling strength of double-hull structures 13.3.209-215
Wiener-Hopf technique, semi-infinite elastic plates 12.3.163-170
Winch control and towing strategy for underwater vehicles in sheared currents 16.3.218-227
Wind
-generated waves 13.2.105-111
joint distribution, northern North Sea 12.1.1-8
simulation 2.1.18-23
speed, air-ice drag coefficient 12.2.121-125
speed; extreme wind, wave and current in deep water of South China Sea 20.1.18-23
temperature, correlation, noise, ice deformation 6.2.152-158
tunnel, snowdrift modeling 3.1.61-65
turbulent boundary layer 2.1.73-79, 3.1.61-65
turbine blades; wind tunnel study of electrothermal deicing 17.3.182-188
turbine, numerical analysis of large-scale vertical axis 14.3.233-238
turbine, offshore, reliability-based design loads, environmental contour method 15.2.132-140
turbine, offshore, reliability-based optimization and optimal reliability level 15.2.141-146
waves, swell 12.4.237-242
Wing, ground deicing 5.1.32-36
Winter architecture, 20~30-m ice dome, field experiment 12.4.264-270
Wire
helical wire slip; cable vibration considering interlayer Coulomb friction 15.3.229-234
Incomel 625 wire; hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties 20.2.110-117
indentation, cable 4.4.340-345
rope, large-diameter, friction, stiffness 6.3.219-226
ropes 9.2.149-157
steel, low-alloy; hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties 20.2.110-117
25% Cr superduplex wire 17.2.145-151
Wirsching model 10.2.131-136
Workboat, automatic position-adjustable elevator 16.3.202-209
Wrinkle: finite element analysis for telescopic deformation and tearing rupture of wrinkled pipe 19.3.224-231
X
X-joints
effect of chord load on ultimate strength of CHS X-joints 17.4.301-308
multiplanar 1.1.42-52, 1.3.200-207
stiffness 1.1.42-52
strength 1.1.42-52
tubular 1.3.200-207
uniplanar 1.1.42-52
X-ray, energy-dispersive diffraction; residual stress evaluation for weldment of structural components using instrumented indentation technique 17.4.276-279
X-ray radiographic testing, image processing, weld defects 5.2.142-146
X70 steel, pipelines 16.2.123-127, 16.3.233-240
X80 steel
friction stir welding, joints of carbon steels, microstructural study 14.4.284-288
friction stir welding, residual stress evaluation for weldment of structural components using instrumented indentation technique 17.4.276-279
X120-grade steel, high-performance pipeline technology, feature issue 14.1.2-80
X65 pipeline steel; hyperbaric gas metal arc (GMA) weld, mechanical properties 20.2.110-117
XX-joints, multiplanar tubular steel, static strength 7.2.146-153
Y
Yield
ice 3.2.130-138
locus 9.3.214-218
stress, thick tubes 3.2.121-129
stress, improved collapse resistance of UOE line pipe with thermal aging for deepwater applications 17.4.280-287
Z
Zone
compression, reliability calculation of reinforced concrete offshore structures under extreme wave loading 16.2.138-145
fracture process, cyclic strain stress, computer-aided Fine Dot Grid 4.2.156-161
nugget zone, grain structures in al-alloy friction stir welds observed by stop-action technique 14.4.289-295
surf; hybrid LS and VOF method for 3D simulation of wave breaking and overtopping 19.4.308-316
swash, hydrodynamics, turbulence characteristics 11.3.202-210
thermomechanically affected zone (TMAZ) 14.4.289-295
Zooming FEM analysis, stress analysis, optimization of ship structure 13.1.60-65