IJOPE Subject Index K-O
K
Kalman filter 9.3.201-207, 11.3.168-175, 15.2.88-95
KdV wave model 7.4.262-268
Keels, bilge 10.4.241-248, 13.4.241-248, 19.1.46-51
Keulegan-Carpenter (KC) number(s)
hydrodynamic forces on vertical piggyback cylinders 12.4.249-255
low 1.4.279-283, 10.4.276-284
wave forces, wave force coefficients 8.1.74-79
Keying of plate anchors NC clay under inclined loading 19.2.135-142
Kinematic(s)
Draupner freak wave, field and laboratory, impact force on vertical truncated cylinder 13.4.260-265
hardening, modeling of anisotropy of TMCP and UOE line pipes 17.4.288-293
hardening, viscoelastic-viscoplastic constitutive model, dynamic behavior characteristics of clay in wide strain range 16.2.153-160
particle, freak wave 13.1.38-42
particle, irregular nonlinear waves, TLP 5.3.166-170
wave 10.3.170-172
Kinetic(s)
energy, hydrodynamic conditions, Clarion-Clipperton Ore Zone of Pacific (1993) 11.3.231-236
hydrate formation from nucleation theory 12.4.256-263
Knuckle, welded hopper and radiused hopper; recommendations for design and fabrication 18.3.226-232
Koahsiung Cross-Harbor Tunnel, Taiwan, cement clinker stabilization 7.3.233-237
Korea, coastal water, organotin compounds, TBT 6.4.313-319
Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
L
Laboratory
experiment, wave force, horizontal cylinder 6.2.124-130
freak wave 13.1.38-42, 13.4.260-265
measurements, breaking, short-crested waves 5.3.212-218
Stokes 5th-order wave 13.1.38-42
storm seas 9.1.48-54
test: finite element analysis for telescopic deformation and tearing rupture of wrinkled pipe 19.3.224-231
Lade model, stress-strain behavior of remolded clay from intermediate principal stress controlled tests 16.4.313-319
Lagrangian
mass transport, drifting sea ice 10.1.41-49
method, ice dynamics 3.4.328-322
particle method as advanced technology for numerical wave flume 19.3.161-167
Lagrangian-Eulerian formulation, arbitrary, forced cylinder oscillations 7.4.269-276
Lamination, composite, failure analysis 4.3.248-256
Lanczos algorithm, free vibration analysis, offshore structures 3.3.219-224
Landfill, offshore site; model test, groundwater pollution due to pile foundations in waste disposal site 16.1.65-72
Large
-amplitude deflections, deep-ocean pipe 4.4.331-339
deflections of offshore pipelines 10.1.57-63
depths, self-transport of carbon dioxide 13.2.139-146
-diameter, high-performance technology (X120-grade steel), feature issue 14.1.2-80
-diameter, wire rope, friction, stiffness 6.3.219-226
-displacement analysis, marine riser 1.4.300-306
-scale experiment, icebreaker testing and analysis 10.1.34-40
-scale experiment, spar platform, bichromatic, random waves 6.1.27-34
Laser, underwater, viewing 6.1.1-8
Lateral
confinement, ice 5.1.23-31
deflection, diaphragm wall movement during deep excavation 13.4.285-292
loading, biaxial and, ship, stiffened panel, ultimate strength 7.1.22-27
loading, capacity, suction caisson anchors 11.3.211-219
loading, long piles in soft clay 13.3.169-174, 13.4.293-300
snaking, design for thermal buckling, Asgard transport gas trunkline 12.4.271-279
Lay angle, steel cables, dynamics 7.1.54-62
Layer
boundary, analytical solution 8.4.303-310
boundary, oscillating cylinder, roughness effect 5.3.188-197
boundary, turbulent, wind 2.1.73-79
thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
2-layer, wave-induced motions of body floating in 15.3.175-182
LDV, obtaining local velocity field 10.4.263-269
Leads and cracks, fractal properties of ice-cover geometry 13.1.1-3
Leakage, contaminant, groundwater pollution due to pile foundations in waste disposal site 16.1.65-72
Learning control, iterative, for underwater robots 13.2.120-127
Learning track-keeping control, successive 10.3.182-186
Least squares approximation 11.2.87-92
Least squares fit, Morison equation 1.2.115-121
L80, friction stir welding, joints of carbon steels, microstructural study 14.4.284-288
Length
crack measurement, DCB specimen, DCPD 5.2.147-152
group, high-run, nonlinear random waves of finite bandwidth, statistical properties 15.1.14-20
Lens, ocean wave 2.2.93-109
Level-set method; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
Life
-cycle costs, mooring chains 7.2.135-140
fatigue, estimation, tubular joints 4.3.241-247
fatigue, extension, through-thickness crack using local heating 12.3.223-228
quantifying residual creep life of polyester mooring ropes 15.3.223-228
Lift(s)(ing)
analysis for heavy ship-hull blocks using 4 cranes 15.1.62-64
coefficient 2.2.81-86
coefficients drag and lift; multiple free-hanging circular cantilevers in uniform flows 19.2.98-114
force, marine pipeline 5.2.81-90
force, vortex-excited vibration, circular cylinder in steady flow 13.4.266-273
heavy 7.4.313-320
mean and unsteady, circular cylinder, ocean mining 3.4.280-298
ROV 6.3.177-183
Lifter, hydraulic, waterjet, manganese nodule collector 11.3.237-239
Light piers 2.1.67-72
Lime, diffusion, marine clay, permeability 6.3.234-239
Limit
load, strength criteria, analytic predictions of failure pressure in line pipes 14.2.125-131
state, production ships 4.4.302-311
state; submarine pipeline Langeled: pipe capacity vs. wall thickness selection 18.3.188-195
strain; buckling resistance of high-strength UOE linepipes used in strain-based design applications 18.3.176-182
Line(s)
heating, improved inherent strain analysis for plate bending, considering phase transformation of steel 17.2.139-144
high-strength line pipes with enhanced deformability 20.4.298-305
mooring, analysis, in cohesive seafloor 11.2.141-146
mooring, cable dynamics 7.1.48-53
mooring, centrifuge model tests 10.3.236-240
mooring, damping 7.3.200-208
overhead power, extreme loads 10.3.177-181
pipe, double-wall pipe 4.2.142-150
pipes, strength criteria, analytic predictions of failure pressure in line pipes 14.2.125-131
tension line, wave energy absorption by pulsating submerged sphere of variable radius 15.1.40-45
transmission, ice accretion 4.1.40-47
transmission, ice accretion, modeling, dry ice accretion shapes 12.3.178-183
transmission, ice accretion, morphogenetic modeling 11.1.16-22
Linear
diffraction theory as prediction tool for airgap beneath multicolumn gravity-based structures 16.3.175-182
modeling, OWC 6.3.227-233
(and) parabolic damping, nonlinear time-domain simulation of pneumatic floating breakwater 16.1.25-32
parameter-varying control, techniques, underwater vehicle 13.1.52-59
potential theory, wave response analysis of VLFS 13.3.190-197
prediction, wave feed forward 1.1.1-7
(and) quadratic transfer function 9.3.167-174, 13.4.260-265
simplified approach, concrete creep analysis, TLP 7.3.168-173
theory, see Theory
transfer function, nonlinear irregular waves, TLP 5.3.166-170
transfer function (LTF), vertical response of offshore structures to nonlinear waves (a review) 17.2.81-88
universal, system model for storm sea loads on column 9.1.49-54
vibrations, deep-ocean pipe 4.4.320-330
wave, circular elastic plate 14.2.81-85
wave damping, artificial damping in water wave problems 13.2.88-98
waves, vertical elastic sheet 5.2.105-110
Linearization, stochastic, responses, ALP 4.4.298-301
Linepipe, see Pipeline, UOE line pipe
Liquefaction
damages, Great Hanshin Earthquake, 1995, in Kobe Port 10.1.64-72
earthquake, seabed tunnel, cement clinker stabilization 7.3.233-237
energy-based evaluation of excess pore pressure using damage potential 18.1.56-64
foundation soils, coastal dikes 13.3.175-181
sand, influence on self-burial of pipe subject to wave action 15.4.304-311
seabed response under waves with free-surface water flow, numerical investigation 17.2.97-104
silts, earthquake 6.4.308-312
Liquid: simulations of hydro-elastic impacts using parallel SPH model 20.3.181-189
Liquid sloshing, baffled, unbaffled tanks, RANSe 6.4.278-282, 6.4.283-290
LNG (liquefied natural gas)
carrier, influence of raised invar edges on sloshing impact pressures 19.4.280-285
carrier, sloshing 5.1.10-16
containment system 19.4.241-253
full-scale sloshing impact tests―Part I 20.1.24-33
large-scale LNG sloshing model tests 19.1.8-14
offshore terminals: LNG tank sloshing assessment methodology―the new generation 19.4.241-253
reliability-based methodology for sloshing assessment of membrane LNG vessels 19.4.254-263
simulation of liquid sloshing in model LNG tank using Smoothed Particle Hydrodynamics 19.4.286-294
simulations of hydro-elastic impacts using parallel SPH model 20.3.181-189
sloshing: characteristics and scaling laws 19.4.264-270
Load(ing)(s)
anchor, horizontally loaded suction piles 10.3.222-228
biaxial; fracture assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
capacity, electrokinetic cementation of calcareous sand for offshore foundations 18.1.73-80
-carrying capacity electrokinetic enhancement of skirted foundation element 13.3.182-189
combination, production ships 4.4.302-311
combined, capacity of corroded pipes 11.1.55-63
combined axial and bending 9.3.195-200
combined V-M-H 9.3.214-218
cyclic, beam-column connections without weld-access holes, testing 12.3.229-235
cyclic, pile foundation 2.2.114-122
cyclic, response of untrenched offshored pipelines 12.1.74-80
deformation curve, gusset-plate to CHS tube joint 10.292-300
dynamic; fracture assessment procedure for structural components under cyclic and dynamic loading 18.3.196-203
earthquake; energy-based evaluation of excess pore pressure using damage potential 18.1.56-64
extreme loads on power line 10.3.177-181
factors affecting, field indentation test 11.3.161-167
reliability of marine structures, from Alexander Kielland accident to life cycle assessment 17.1.1-21
foundation, ice-structure interaction during earthquakes 11.4.290-297
hydrodynamic 1.1.8-17, 1.2.146-153
high strain rate, fracture study of ice 14.3.182-188
ice, design equation, failure criterion, mechanical behavior 4.1.53-61
ice, earthquake, on structure in Okhotsk Sea 11.4.298-303
ice, ice-structure interaction during earthquakes 11.4.290-297
ice, offshore structures 2.2.123-128
ice, design of side structure of ice-strengthened tankers 15.3.210-214
ice load equation for level ice sheet 12.3.171-177
ice load, modeling, dry ice accretion shapes 12.3.178-183
ice loads on power line 10.3.177-181
ice-load dependence of failure mode, global design 14.3.189-195
impact, steps, free-span pipeline 6.1.53-61
impulsive, validation of numerical code by particle method for violent free-surface problems 16.4.261-267
inclined, vertical pile, clay 3.3.231-235
inertia 1.4.247-254
instantaneous impulsive load, mathematical modeling of 16.1.1-4
lateral, capacity, suction caisson anchors 11.3.211-219
lateral, long piles in soft clay 13.3.169-174, 13.4.293-300
lateral and biaxial, ship, stiffened panel, ultimate strength 7.1.22-27
limit, strength criteria, analytic predictions of failure pressure in linepipes 14.2.125-131
Morison loads, stochastic analysis for FPSO based on shipyard practices 18.2.142-148
moving, ice cover flexural oscillations 11.1.1-8
moving, ice flexural deformations, internal wave manifestations, ship wave wake 7.1.1-12, 7.2.81-88
net, plate anchor 5.3.230-234
nonstationary, of load along ice cover 9.4.292-297
offshore structures, related to structural width, global design ice loads 14.3.189-195
plate load test; bearing capacity of surface footing on soft clay underlying stiff nonhomogeneous desiccated crust 20.3.224-232
pressure, elliptic cylinders 2.4.267-280
rate, glass-fiber, reinforced polymer (FRP), effect of load rate on notch toughness 15.1.54-61
reloading and unloading; mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression 20.1.61-67
ringing, strong and weak asymmetric wave 7.3.161-167
shedding 8.2.130-139
shock loading, instantaneous impulsive load, mathematical modeling of 16.1.1-4
sinusoidal; energy-based evaluation of excess pore pressure using damage potential 18.1.56-64
springing, TLP 4.4.284-291
static 2.2.114-122
stochastic, time history 10.2.131-136
structural width, ice loads and their dependence of failure mode, global design 14.3.189-195
submerged turret loading, armoured riser’s response to wave and ice actions, and ice-block impacts 15.4.282-291
systems, floating, mooring chains 7.2.135-140
tests, uplift capacity of fixed shallow anchors subjected to vertical loading in rock 15.4.312-320
thermal, subsea pipelines 8.4.283-291
transversal, gap effect on transversal force acting on infinite array of cylinders 15.4.249-256
transverse; finite element analysis for telescopic deformation and tearing rupture of wrinkled pipe 19.3.224-231
ultimate, speed-dependent ship/ice impact 10.4.285-291
unloading and reloading; mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression 20.1.61-67
variable amplitude, fatigue damage accumulation 10.2.131-136
vertical, drained load-displacement response 12.1.74-80
wire rope, large diameter 6.3.219-226
Load(ing)(s), wave(s)
axysymmetric obstacles 4.3.169-173
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
-iceberg combination factor 8.1.1-8
irregular, wavelet analysis of spar responses 12.1.16-24
mechanical behavior of marine clay under wave loading 20.1.72-79
multi-directional 4.3.206-211
nonlinear, wave 2.3.175-185
PC-based, analytic solution, TLP 5.4.261-269
Local
buckling; submarine pipeline Langeled: pipe capacity vs. wall thickness selection 18.3.188-195
buckling/collapse strength of corroded pipes 11.1.55-63
cyclic strain field, fracture process zone 4.2.156-161
extremes 10.3.161-169
heating, fatigue life extension of through-thickness crack 12.3.223-228
maxima, velocity of` 10.2.91-98
scour, at pile groups 15.3.204-209
scour, pipelines 10.3.195-199
Lock-in
conductor pipes 4.3.231-233
dynamic response of oscillating flexible risers under lock-in events 19.1.23-30
phenomenon, flexible cylinder in water 10.1.26-33
Locked coil, cables, bending, fatigue, stiffness, strands 5.2.153-160
Locomotion, quadrupedal; amphibious robot with fin actuators 20.3.175-180
Long-distance pipeline, high-performance technology (X120-grade steel), feature issue 14.1.2-80
Longitudinal
bending stress, directional wave spectra for ship guidance system 12.1.25-30
damping, vertical pipe string 7.2.104-110
Longitudinal vibration
buffer, pipe string 1.2.154-160, 4.1.62-67
of pipe string, control, cobalt crust 2.4.309-317
LONGTANK, numerical simulation, waves 4.3.200-205
Long-term observation, observatory, deep sea, earthquake 6.4.262-267
Long offset, short cluster airgun array for shallow to deep crustal survey 19.1.60-65
Long wave(s)
bound, statistical behavior 16.3.183-194
2nd-order 2.1.54-60
Loop formation, cables under compression, dynamic analysis 12.3.217-222
Lorentz Force, MHD, propulsion 3.4.250-257, 5.2.91-97
Low
-alloy steel wire; hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties 20.2.110-117
area replacement ratio; drained triaxial behavior of compaction pile (SCP)-reinforced composite ground 17.2.152-158
-carbon steel, chemistry and microstructure designs, high-performance pipeline technology X120-grade steel), feature issue 14.1.2-17
Kc number(s) 1.4.279-283, 10.4.276-284
Mach number approximation 13.4.249-253
plasticity, silts, fine-grained soils, earthquake 6.4.308-312
pressure, DC flashover process on ice surface 11.4.304-309
-temperature thermal cycles, Izod notch toughness of pultruded glass-fiber composite 13.3.232-239
Low frequency
added mass, damping, semisubmersible 3.1.17-25
motion, floater 1.2.164-166
cable, dynamics, underwater vehicle 3.3.213-218
short cluster airgun array for shallow to deep crustal survey 19.1.60-65
Low-temperature service and temperature, sour-resistant X65 UOE line pipe 20-3.218-223
Low tension
bending stiffness, cables, chains 3.3.162-167
ROV tether, lumped mass model 11.4.282-289
ROV tether, torsional mechanics in dynamics simulation 14.3.218-226
LS, hybrid LS and VOF method for 3D simulation of wave breaking and overtopping 19.4.308-316
L-shaped structures, wave control 4.4.292-297
LTF, see Linear transfer function
Lubrication, umbilical 3.2.150-155
Lumped-mass model, low-tension TOV tethers 11.4.282-289
M
Machine(ry)
fluid 4.1.76-80, 7.4.308-312, 5.1.72-74, 13.4.316-320, 16.4.297-304
impulse turbine 3.1.73-78, 4.1.76-80, 6.1.76-80, 10.2.145-152
space, fire-risk modeling: passenger-ship engine room 16.1.48-56
Wells turbine 8.2.155-160, 8.3.222-227, 10.2.145-152, 10.2.153-159, 11.1.72-76
MA constituent, see Martensite
Magneto-hydrodynamics (MHD)
oil separation from oil-contaminated seawater using high field superconducting magnet 17.3.189-192
propulsion 3.4.250-257, 5.2.91-97
Maker, wave- 4.4.273-277, 16.2.81-89
Maneuvering/manoeuvring
confined water effects on manoeuvring capabilities of self-propelled submarine 17.2.89-96
precision, of underwater vehicles, biology-inspired, Part 3 15.2.81-87
precision, of underwater vehicles, biology-inspired, Part 4 16.3.195-201
surface effects, ROV 6.3.177-183
Manganese
crusts and nodules, deep-ocean mining system, review 6.4.244-254
deposits, cobalt-rich, geotechnical characteristics 5.1.75-79
nodule collector, waterjet nodule lifter 11.3.237-239
nodules, solid-liquid flow experiment with real and artificial manganese nodules in flexible hoses 19.1.77-79
Manipulation, shedding, in 3-D wakes using belt actuators 15.1.7-13
Manipulator
exploiting redundancy in underwater vehicle-manipulator systems 19.2.115-123
underwater robot, iterative learning control 13.2.120-127
underwater robot, model-based sliding mode control 16.3.210-217
Manmade island(s)
Kobe Port, Great Hanshin Earthquake, 1995 10.1.64-72
Osaka Bay area 6.2.81-90
Maps, geophysical, underwater navigation, autonomous vehicles 6.1.9-18
Marangoni convection; root bead penetration in hyperbaric GTAW of X70 pipeline 16.2.123-127
Marine
airport, large floating structure, airplane collision 11.2.118-124
cables, flow-induced vibrations 1.1.18-26
cables, oscillations 1.2.32-37
clay, field instrumentation assessment of offshore land reclamation works 14.4.315-320
clay, flocculation, permeability, lime diffusion 6.3.234-239
clay, geotechnical characteristics 12.2.81-88
clay, mechanical behavior under wave loading 20.1.72-79
compartment fire, hot gas movement prediction approach 13.4.249-253
Environmental Committee (MEC) ocean model 14.4.241-246
pipeline, vibration 5.2.81-90
riser, analysis 1.4.300-306, 12.1.31-33
sediments association, methane hydrate laboratory experiment, dissociation by hot-water injection and numerical analysis for permeability estimation in reservoir: Part 1 17.1.47-56
sediments association, modification of permeability model and history matching of laboratory-scale experiment for dissociation process of methane hydrate: Part 2 17.1.-57-66
sediments, electrokinetic strengthening 10.2.137-144
soft clay, electrocementation induced by electrokinetics 13.4.308-315
soft clay, electrokinetic strengthening 12.1.64-73, 13.3.182-189
structures, fatigue reliability, from Alexander Kielland accident to life cycle assessment 17.1.1-21
structures, ice and earthquake loads, Okhotsk Sea 11.4.298-303
Maritime transportation 13.2.112-119
Markov Theory, groups of very high waves 12.2.105-108
Martensite
austenite (MA) constituent; high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process 18.4.308-313
austenite (MA) constituents islands, weld metal mechanical properties in hyperbaric GTAW of X70 pipeline 16.3.233-240
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 14.1.2-35
sour-resistant X65 UOE line pipe for low-temperature service 20-3.218-223
transformation, start temperature; effects of phase transformation on residual stresses in welding of stainless steels 17.2.145-151
Mass
added mass and damping coefficient; 3D effects on measured results using a 2D model in narrow wave channel 20.2.88-94
-damping parameter, dynamic response of oscillating flexible risers under lock-in events 19.1.23-30
-spring element (MSE) modeling, elastic joints 9.2.117-125
transport 9.3.161-166, 10.1.41-49
Material(s)
damping; temperature effect on vibration characteristics of laminated beam 20.2.118-124
degradation, superheater tube 4.1.36-39
fill, suitability for sand compaction pile (SCP) 13.1.66-72
fine-grained materials, consolidation process of geotextile tube 14.2.150-158
flow, heat source models in simulation of heat flow in friction stir welding 14.4.296-304
granular, dilative behavior 13.4.301-307
well-drained fill, Kobe Port, Great Hanshin Earthquake 10.1.64-72
Mathematical modeling
roll motion of RoRo ship with list 10.4.316-320
synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
Mathieu-type instability of Spar platform in regular waves 15.2.104-108
Matrix, quadrature 10.1.57-63
Maxima, local, velocity of 10.2.91-98
Maximum entropy, modified nonlinear Schrödinger (MNLS), ocean surface 15.3.168-174
Maximum strain, ring stiffened cylinders 1.2.137-145
MDO, see Multidisciplinary design optimization
Mean
duration, wave statistics, recording interval, fractal dimension 12.2.109-113
(and) mean square, wave force, horizontal members 4.3.212-218
(and) unsteady lift, circular cylinder, ocean mining 3.4.280-298
wave load, compliant TLP 5.2.111-119
wave runup, higher-order boundary element method 3.2.101-106
Measurement(s)
collapse pressure prediction and measurement methodology of UOE pipe, high-performance pipeline technology feature issue 14.1.52-59
crack length, DCB specimen, DCPD 5.2.147-152
field, model breakwater element on sandy seabed 11.4.241-247
full-scale; Hughes Glomar Explorer, full-scale, coupled ship and pipe motions measured in North Pacific Ocean 20.1.1-6
laboratory, waves, breaking, short-crested 5.3.212-218
oceanographic, The Bosphorus 5.2.98-104
strain, ship-ship collision 11.2.113-117
systems, ice forces 2.1.67-72
unit, ship motions using new observation system 13.2.112-119
MEC, see Marine Environmental Committee
Mechanical behavior, ice loads 4.1.53-61
Mechanical pectoral fin 15.3.161-167
Mechanical properties
double-wall pipe 4.2.142-150
hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties 20.2.110-117
polyester mooring cables 9.3.208-213
weld metal mechanical properties in hyperbaric GTAW of X70 pipeline 16.3.233-240
Mechanics
computational, for ships and offshore engineering from construction to structural collapse 17.4.241-253
contact, BEM, ice indentor 7.1.16-21
fracture mechanics and size effects in weakly cemented sand 17.4.294-300
soil; anchor trajectory during drag embedment in soft clay, prediction 18.4.314-319
soil, horizontally loaded suction piles 10.3.222-228
soil, pipelines, spans 4.1.30-35
wave 8.3.173-181
Mega-Float
structure, stress analysis 12.1.48-55
Technological Research Association of, Phase-II Model 13.4.254-259
Member, damaged, tubular 4.2.127-133
Membrane
containment system; full-scale sloshing impact tests―Part I 20.1.24-33
containment system; influence of raised invar edges on sloshing impact pressures 19.4.280-285
elastic, submerged and composite breakwaters 17.2.112-118
insulation system: reliability-based methodology for sloshing assessment of membrane LNG vessels 19.4.254-263
Metal pile, sand 2.3.234-237
Meteorological conditions, sea and port freezing in winter, numerical calculation model 15.3.215-222
Methane hydrate
artificial, bearing sediment; stain-rate dependence and curve of triaxial compressive strength 20.4.256-264
laboratory experiment, dissociation by hot-water injection and numerical analysis for permeability estimation in reservoir: Part 1 17.1.47-56
modification of permeability model and history matching of laboratory-scale experiment for dissociation process of methane hydrate: Part 2 17.1.-57-66
numerical study on dissociation of methane hydrate and gas production behavior in laboratory-scale experiments for depressurization: Part 3 19.2.124-134
mechanical behavior for methane hydrate sediment based on constant strain-rate test and unloading-reloading test under triaxial compression 20.1.61-67
reformation under dissociation process 20.1.68-71
Method(s)
adjoint, for nonlinear system 13.3.169-174
AE, stress corrosion cracking, high-strength steel 5.1.67-71
average, nonlinear roll equation 3.1.32-34
boundary element, higher order, hydrodynamic loadings 1.1.8-17
boundary element, OWC-shoreline devices, numerical modeling 11.2.147-154
boundary element, simulation of wave-body-current interactions 11.1.33-41
boundary element, wave response analysis by accelerated Green’s function method in infinite water depth 17.1.32-38
boundary element, wave runup 5.3.219-224
boundary element, wave-current interaction in shallow flows 14.2.86-88
boundary integral-equation, wave-induced motions of body floating in 2-layer fluid 15.3.175-182
CCUP: numerical simulation of 2D violent sloshing flows by using CCUP method 20.3.204-209
CIP (cubic interpolated propagation) 15.3.198-203, 20.3.204-209
collocation, 2-D mooring dynamics 10.4.301-309
compaction pile, applicability of filling materials for SCP 13.1.66-72
computational 8.3.173-181
computer-aided Fine Dot Grid strain, fracture process zone 4.2.156-161
constant panel (CPM) 1.1.8-17, 9.4.283-292
Desingularised Boundary Integral Equation 13.1.29-37
direct spectral fatigue analysis, offshore structures 9.1.55-61
direct spectral method, perturbation 2.1.7-12
discrete element, deep ocean, pipe 2.4.289-296
eigenfunction expansion method, investigations of wave reflection characteristics 17.2.112-118
eigen function expansion method, wave deformation and blocking performance by N porous bottom-mounted vertical circular cylinders 20.4.284-291
environmental contour, accuracy of offshore wind turbine reliability-based design loads 15.2.132-140
estimation 1.4.255-263, 15.2.109-116
extended distinct element, contact pressure distribution, crushing ice 6.2.144-151
extended SMAC (simplified marker and cell) 15.3.198-203
fast multipole, for wave diffraction-radiation problems and its applications to VLFS 16.4.253-260
fast multipole, wave response analysis by accelerated Green’s function method in infinite water depth 17.1.32-38
fast numerical method: nonlinear simulation of 3-D freak waves 19.3.168-175
finite difference, see FDM
finite element, see FEM
finite volume, see FVM
First Order Reliability Method (FORM); structural reliability analysis for assessment of ULS of ship’s hull—case study 20.4.306-312
flow injection analysis, dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement 19.1.71-76
frequency-domain, 2nd-order Stokes waves 4.2.89-96
fuzzy averaging (approximate reasoning approach) 16.1.48-56
Godunov-type finite volume method; cut-cell model for wave scattering from cylinder in shallow water 17.4.266-269
Godunov-type; well-balanced shallow flow solver for coastal simulations 20.1.41-47
Green’s function, accelerated, wave response analysis of a VLFS in infinite water depth 17.1.32-38
Green’s function, computation of forward-speed wave-body interactions in frequency domain 17.2.125-131
Green’s function, fast multipole method for wave diffraction-radiation problems and its applications to VLFS 16.4.253-260
Green’s function, VLFS 1.4.307-316
Green’s function; wave scattering by an infinite straight-line array of axisymmetric floes 18.4.254-262
higher-order boundary element, drift forces 3.2.101-106
higher-order boundary element, nonlinear waves 4.3.174-182
higher-order boundary element, responses of barge-mounted platform 9.4.283-292
higher-order boundary element, TLP 4.4.284-291
hybrid integral equation, wave-induced motion, ocean platform 1.2.146-153
Idealized Structural Unit, see ISUM 1.1.27-41, 12.2.126-133
installation, caisson foundation 4.3.223-230
integral-equation, tank-wall effect 1.2.101-107
Lagrangian, ice dynamics 3.4.328-332
Lagrangian particle method as advanced technology for numerical wave flume 19.3.161-167
level-set method; time-domain simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
manufactured solutions; code verification of unsteady flow solvers with method of manufactured solutions 18.2.120-126
matched asymptotic expansion 12.1.9-15
mechanism, grillage under point load 11.4.310-314
moving particle semi-implicit method (MPS), Lagrangian particle method as advanced technology for numerical wave flume 19.3.161-167
moving particle semi-implicit method (MPS), validation of numerical code by particle method for violent free-surface problems 16.4.261-267
multiple perturbation 2.1.54-60
nonintrusive stereo imaging method; experimental study on interaction between flow current and cage structure 18.2.127-132
nonlinear least square (NLLS) method; temperature effect on vibration characteristics of laminated beam 20.2.118-124
nonlinear strip; effect of bow flare shape on water impact pressure 16.2.112-117
nonlinear wave diffraction by submerged horizontal circular cylinder 19.3.198-205
numerical, cable 2.2.110-113
numerical, pipelaying, stinger, dynamics 6.3.212-218
overlapping grid method 15.3.161-167
panel, forward-speed seakeeping calculations in frequency domain 15.3.189-197
panel, numerical and experimental transient tests for ship seakeeping 11.3.184-190
panel-free (PFM), computation of forward-speed wave-body interactions in frequency domain 17.2.125-131
panel-free (PFM) method for wave-body interaction analysis, validation studies 19.4.295-299
particle; wave impact pressure calculations by improved SPH methods 19.4.300-307
particle, validation of numerical code by particle method for violent free-surface problems 16.4.261-267
plastic node, nonlinear dynamic analysis 1.3.220-227
Plastic Node Method (PNM); new computational mechanics for ships and offshore engineering from construction stage to structural collapse stage 17.4.241-253
pressure integration, drift force and moment on VLFS 12.2.98-104
QALE-FEM (Quasi Arbitrary Lagrangian-Eulerian Finite Element Method), nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
random vortex (RVM), Navier-Stokes equations 3.2.81-92
Rankine panel method, numerical analysis, motion responses of adjacent multiple floating bodies 19.2.90-96
reliability-based methodology for sloshing assessment of membrane LNG vessels 19.4.254-263
Reynolds-Averaged Navier-Stokes (RANS) 7.4.277-284
r-largest maxima model for design sea-state prediction; new method for applying 19.3.176-182
sand compaction pile, ground reinforced by SCP 17.3.233-239
Segment Lagrangian Volume of Fluid, numerical analysis, internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
SMAC (simplified marker and cell) 15.3.198-203
ship sinkage and trim, practical method for predicting 18.4.288-291
simulation, for shear fracture propagation in natural gas transmission pipelines, high-performance high-technology feature issue 14.1.60-68
smoothed particle hydronamics (SPH); Lagrangian particle method as advanced technology for numerical wave flume 19.3.161-167
source distribution (SDM), diffraction force 3.1.7-16
spectral response surface method, water wave diffraction 17.4.254-258
substructure-subdomain method, aircraft landing impact, aircraft-floating structure-water interaction system 15.4.257-263
superconvergent patch recovery, submodeling analysis of ship structure 13.3.216-223
thermal stimulation method, laboratory-scale experiment of methane hydrate dissociation by hot-water injection and numerical analysis for permeability estimation in reservoir: Part 1 17.1.47-56
thermal stimulation method, modification of permeability model and history matching of laboratory-scale experiment for dissociation process of methane hydrate: Part 2 17.1.-57-66
Top-Down Method, predicting lateral wall deflection by neural network 19.2.151-157
variational (analysis), marine riser 1.4.300-306
virtual work, plastic collapse, simply supported grillages or grids 11.4.310-314
vortex 8.4.241-250, 10.4.241-248, 15.1.7-13
Methodology
geological survey operations, Russia 6.4.275-277
LNG tank sloshing assessment methodology―the new generation 19.4.241-253
risk-based, U.S. Navy, deep-draft ships 8.3.200-206
robust-to-modeling-uncertainties nonlinear control design for offshore structures 18.1.91-98
validity of, Mega-Float Phase-II Model 13.4.254-259
MHD (magneto-hydrodynamics)
oil separation from oil-contaminated seawater using high field superconducting magnet 17.3.189-192
propulsion 3.4.250-257
Microhardness, microstructural study of friction stir welding of joints of carbon steels 14.4.284-288
Micromechanics, crack nucleation time 4.1.151-155
Microscopy, electron, impact of porous microstructures of gas hydrates on their macroscopic properties
14.4.305-309
Microstructure(s), microstructural
approaches for achieving X120 properties 14.1.2-35
dual-phase; high-deformability linepipe with resistance to strain-aged hardening by heat treatment online process 18.4.308-313
friction stir welding of dissimilar Fe-Ni joint 16.3.228-232
high-strength line pipes with enhanced deformability 20.4.298-305
hyperbaric gas metal arc (GMA) welds in x65 pipeline steel; mechanical properties 20.2.110-117
metallurgical design of steel plates with advanced cryogenic properties for fabrication of pressurized-LNG containers 16.2.118-122
study of friction stir welding of joints of carbon steels 14.4.284-288
weld control, thermodynamic analysis of inclusion formation 16.2.128-131
Mine burial prediction, countermeasures 13.1.73-78
Miner, smart seafloor vehicle 10.3.182-186
Miner, rule, 2-D probabilistic 10.2.131-136
Mini-triaxial test, compression apparatus 9.2.105-111
Mining, deep-ocean
axial dampers, elastic joints, vertical pipe 7.1.36-43
circular cylinder, mean and unsteady lift 3.4.280-298
collector, Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
pipe 4.4.320-330, 4.4.331-339
smart seafloor mining vehicle, SLTC algorithm 10.3.182-186
system, technology, manganese crusts and nodules, review 6.4.244-254
systems, cobalt-rich manganese deposits 5.1.75-79
vertical pipe, elastic joints, dynamic and static responses 6.3.201-211
Mining manganese nodules
longitudinal vibration, pipe string 4.1.62.67
waterjet nodule lifter, manganese nodule collector 11.3.237-239
Misalignment, theoretical prediction, positioning and gap between parts 14.2.138-144
Mixture; solid-liquid flow experiment with real and artificial manganese nodules in flexible hoses 19.1.77-79
mj-terms, forward-speed calculations in frequency domain 15.3.189-197
Mobile ice cover, moored oceanographic profiler (ICYCLER) 14.3.176-181
Mixed frequencies, submerged pontoon, viscous damping 5.4.241-250
Mobile offshore base, floating multimodule 9.2.126-133
Mobile Offshore Drilling Units (MODU) 8.2.115-121
Modal
analysis, offshore jacket structure 5.1.58-66
expansion method, dynamics of flexible riser 14.2.110-117
parameter identification; temperature effect on vibration characteristics of laminated beam 20.2.118-124
Mode
expansions; nonlinear solution for vibration of vertical elastic plate by initial elevation of free surface 20.2.34-40
failure; submarine pipeline Langeled: pipe capacity vs. wall thickness selection 18.3.188-195
fracture, stress corrosion cracking 4.3.234-240
near-trapped, wave drift force and moment 11.3.176-183
trapped, wave drift force and moment on VLFS 12.2.98-104
underwater manipulator, model-based sliding mode control 16.3.210-217
Model(s), modeling
airgap, test results (Weslefrikk semisubmersible) 12.3.184-188
annual variation of sea-ice cover in Baffin Bay 17.3.176-181
AR-ARX prediction, damage detection in flexible risers using statistical pattern recognition techniques 18.1.35-42
-based sliding mode control of underwater robot manipulator 16.3.210-217
Bayesian modeling procedure 12.1.25-30
Boussinesq 7.4.262-268, 17.4.266-269
brash ice channel and tests with model CCGS Terry Fox 19.3.206-213
Cam-Cay, Modified, suction caissons in clay 13.2.154-159
Cam-Cay, Modified, vertical uplift capacity of suction caissons 12.2.89-97
centrifugal, test 9.4.314-319
centrifuge, anchor-pipeline interaction 17.1.67-73
centrifuge; keying of plate anchors NC clay under inclined loading 19.2.135-142
centrifuge tests, groundwater pollution due to pile foundations in waste disposal site 16.1.65-72
centrifuge tests, upheaval capacity of pipelines in jetted clay backfill 12.4.280-287
combined Eulerian-Lagrangian numerical 12.3.196-205
combustion, hot gas movement induced by marine compartment fires 13.4.249-253
computer, pile, design 6.2.91-95
constitutive model, viscoelastic-viscoplastic, dynamic behavior characteristics of clay in wide strain range 16.2.153-160
coupled and uncoupled, TLP 4.4.284-291
dislocation pile-up, crack nucleation time, hydrogen content 4.2.151-155
dynamics; ship and winch regulation for ROV’s waypoint navigation 19.3.214-223
experiment, dynamics of flexible riser 14.2.110-117
experiments, offshore structures 9.1.55-61
experiment, Ro-Ro passenger ship with flooded vehicle deck 15.2.109-116
experiments, semisubmersible platform 10.3.187-194
experiments, semisubmersible platform, dynamic positioning system 11.4.267-272
experiments, ship damage/flooding 8.4.280-282
experiments, wave observation buoy 13.1.21-28
FEM, of elastic joints 9.2.117-125
field, hot gas movement induced by marine compartment fires 13.4.249-253
field test, consolidation process of geotextile tube with fine-grained materials 14.2.150-158
high-order spectral (HOS), numerical wave tank formulation 16.3.161-167
hybrid wave, slow drift motion, compliant offshore structures 7.2.119-126
ice, compacting 3.2.139-142
ice, strength, failure 3.2.130-138
iceberg drift and forecasting 15.2.125-131
iceberg local shape at contact point 9.4.298-306
input-output, vertical response of offshore structures to nonlinear waves (a review) 17.2.81-88
joint 1.1.27-41
joint, probabilistic, wind and waves in northern North Sea 12.1.1-8
KdV 7.4.262-268
Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
Lade, stress-strain behavior of remolded clay from intermediate principal stress controlled tests 16.4.313-319
Large Eddy Simulation (LES), pipeline local scour model 10.3.195-199
large-scale LNG sloshing model tests 19.1.8-14
linear, OWC 6.3.227-233
lumped-mass, low-tension ROV tether s 11.4.282-289
Marine Environmental Committee (MEC) ocean 14.4.241-246
mathematical, roll motion of RoRo ship with list 10.4.316-320
mathematical; synergies between VLFS hydroelasticity and sea ice research 18.4.241-253
Modified Cam-Clay, suction caissons in clay 13.2.154-159
Modified Cam-Clay, vertical uplift capacity of suction caissons 12.2.89-97
morphogenetic; wet ice accretions on transmission lines 11.1.16-22
MSE, of elastic joints 9.2.117-125
multiscale; diffusion simulation of CO2 discharged in mesoscale deep ocean by using moving-nesting grid technique 20.1.48-53
nonlinear wave, Eulerian-Lagrangian 12.3.196-205
numerical, breakwater element on sandy seabed 11.4.241-247
numerical, computer simulation of thermal problems 7.2.127-134, 7.3.226-232
numerical, fluid-particle flows 7.2.89-93
numerical, icing 4.2.119-126
numerical, of 2-D multiphase flow with solid-liquid-gas interaction 15.3.198-203
numerical, soil-pipeline interaction along active fault systems 18.3.211-219
ocean waves, uncertainties 1.2.87-93
offshore floating model, unit-linked 9.3.201-207
plasticity, untrenched offshore pipelines on calcareous sand 12.1.74-80
pseudo-elastic soil model; numerical assessment on shear moduli at pre-failure state taken from pressuremeter test 18.3.233-239
r-largest maxima model, new method for applying; design sea-state prediction 19.3.176-182
ring, overall chord bending, multiplanar, tubular steel TT-joints 5.4.308-316
ring, strength equations, gusset-plate/CHS tube joint load deformation 10.4.292-300
ropes, heating, polyester 7.1.63-69
seabed, cable-seabed interaction, numerical simulations 14.2.118-124
(and) seabed characterization for pipeline-soil interaction 17.3.193-204
semi-empirical universal nonlinear input-output model, nonlinear response of offshore structures to high seas 19.1.1-7
Slepian 8.4.258-264
snowdrift 2.1.73-79, 3.1.61-65
spatial, for variability of significant wave heights in world oceans 18.1.1-7
spectral 9.2.81-99
test; uplift behavior of under-reamed anchors in seabed 17.4.317-319
test(s)(ing) 2.1.18-23, 2.1.24-31, 2.2.87-92, 3.1.66-72, 9.1.73-78
tests: influence of DR between liquid and gas on sloshing model test results 19.4.271-279
tests with model CCGS Terry Fox and modeling of brash ice channel 19.3.206-213
testing, conical, ice 3.4.313-321
3-D icing 5.1.37-42
2DH, wave-jet nonlinear interaction: mathematical model development and experimental results 17.2.119-124
2-phase, simulation of wave transformation in vertical permeable structure 14.2.89-97
uncertainty
collapse, thick pipes 4.4.312-319
reliability calculation of reinforced concrete offshore structures under extreme wave loading 16.2.138-145
robust-to-modeling-uncertainties nonlinear control design for offshore structures 18.1.91-98
universal linear system 9.1.49-54, 9.3.167-174
universal nonlinear input-output (UNIOM) 13.4.260-265, 17.2.81-88
velocities in giant waves 10.3.170-172
viscoelastic-viscoplastic constitutive model, dynamic behavior characteristics of clay in wide strain range 16.2.153-160
Volterra quadratic model 1.3.235-241, 3.2.168-174, 12.3.189-195, 12.4.243-248, 13.1.12-20, 17.2.81-88
wave 11.2.81-86
Wirsching 10.2.131-136
Modification factor, reclaimed soil, West Taiwan 10.1.73-79
Modified
Goodman diagram; maximum stress and fatigue strength of drill pipe in presence of strong ocean current 20.1.15-17
nonlinear Schrödinger (MNLS), ocean surface 15.3.168-174
Modulation
nonlinear of ocean waves 2.2.93-109
wave, bispectral analysis 4.1.1-5
Moisture
glass-fiber, reinforced polymer (FRP) composite, effect of load rate on notch toughness 15.1.54-61
thermal cycles, Izod notch toughness of pultruded glass-fiber composite 13.3.232-239
Molybdenum wire, surface decarburization 7.1.44-47
Moment(s)
bending, influence of pile cap flexibility on cap-pile-soil system 18.1.65-72
bending, still water, wave, production ships 4.4.302-311
drift force 11.3.176-183
drift force, wave-induced, on VLFS 12.2.98-104
drift force and moment on VLFS of arbitrary geometry 13.3.198-204
rotary-inertia; loads on tie-down systems for floating drilling rigs during hurricane conditions 20.2.95-102
-thrust curvature, damaged tubular member 4.2.127-133
torsional, circular cylinder 3.4.280-298
Momentum injection
D-section structural member 5.3.161-165
drag reduction of barge-like structure 13.2.81-87
square prism 6.3.161-170
Momentum-conservation principle 11.3.176-183, 19.3.161-167
Monitoring
dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement 19.1.71-76
full-scale data assessment in OWC Pico Plant 18.1.27-34
molten pool oscillation in TIG arc welding 14.2.145-149
Monopod tower, reliability calculation of reinforced concrete offshore structures under extreme wave loading 16.2.138-145
Monte Carlo simulation 9.3.188-194, 10.3.177-181
Moored
floating breakwaters, see Breakwaters
floating structure 4.2.89-96, 7.4.254-261
structure, dynamics 1.2.161-163
tension line, wave energy absorption by pulsating submerged sphere of variable radius 15.1.40-45
Mooring(s)
analyis, deepwater oil offloading buoy response and experimental validation 16.4.290-296
anchor trajectory during drag embedment in soft clay, prediction 18.4.314-319
catenary 10.3.200-208, 11.4.273-281
chains, fatigue reliability, life-cycle costs 7.2.135-140
coupled analysis, hull/mooring/riser 20.2.95-102
data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago 18.4.277-281
dynamics, touchdown region of catenary moorings 11.4.273-281
dynamics, 2-D, numerical schemes 10.4.301-309
hull/mooring coupled dynamic analysis 11.1.42-54
large-diameter spiral strands against axial fatigue 9.2.149-157
line analysis in cohesive seafloor 11.2.141-146
line damping 10.3.200-208, 11.1.42-54
lines, cable dynamics 7.1.48-53
lines, centrifuge model tests 10.3.236-240
lines, moored floating breakwaters, performance 15.4.264-273, 19.1.31-41
oceanographic profiler for use under mobile ice cover (ICYCLER) 14.3.176-181
offshore, polyester mooring ropes, quantifying residual creep life 15.3.223-228
ropes, polyester, heating 7.1.63-69
surface, oceanographic 4.3.219-222, 10.3.200-208
system, experimental study on interaction between flow current and cage structure 18.2.127-132
virtual mooring and field experiment, disk-type underwater glider 19.1.66-70
Morison equation
deepwater oil offloading buoy response and experimental validation 16.4.290-296
hydrodynamic damping, structure-fluid interaction 7.3.197-204
influence of sand liquefaction on self-burial of pipe subject to wave action 15.4.304-311
irregular waves 4.3.206-211
modification to MOJS equation 10.4.249-254
random wave force 1.2.115-121, 1.4.255-263
slow-drift motion, compliant offshore structures 7.2.119-126
Spar platforms 14.2.104-109
-type force(s) 8.4.273-279
Morison loads, fully stochastic analysis for FPSO based on shipyard practices 18.2.142-148
Morphogenesis, modeling of wet ice accretions on transmission lines 11.1.16-22
Motion(s)
amphibious robot: rowing, feathering, flapping, elbow joint 20.3.175-180
attenuation, sway and roll hydrodynamics of cylindrical sections 13.4.241-248
chaotic and heave-roll nonlinear dynamics 3.1.26-31
combined, submerged pontoon 5.4.241-250
control system, towed vehicle in transient mode 10.1.19-25
coupled mini-TLP and tender barge response in random seas 18.2.112-119
directional wave spectrum estimation based on vessel’s 1st-order motions; field results 19.2.81-89
elastic, wave drift force and moment on very large floating structure 11.3.176-183
horizontal, time domain analysis of hydroelastic response of VLFS considering horizontal motion 18.1.21-26
irregular; vortex-induced vibrations (VIV) of hanging flexible riser with top in irregular motion 15.4.274-281
low-frequency, floater 1.2.164-166
moored floating structure 7.4.254-261
roll 8.4.241-250, 9.2.90-96, 12.3.206-212
rotational 8.3.182-191
sediment, general 10.2.107-111
semisubmersible, VLFS 1.4.307-316
ship 8.3.200-206, 10.4.241-248, 15.2.117-124
ship, in frequency domain 15.3.189-197
ship, numerical analysis, motion responses of adjacent multiple boating bodies, Rankine panel method 19.2.90-96
ship, port planning and ship operation, new observation system 13.2.112-119
ship, ring and focused transient waves in AMOEBA with absorbing wave-maker 16.1.10-17
ship, 3-D 5.2.120-126
simulation, underwater vehicles 2.3.198-203
slow-drift, compliant offshore structures 7.2.119-126
slow-drift, oscillations 1.4.264-269, 1.4.270-278
slow-drift, stochastic process 6.2.112-123
subharmonic and chaotic 2.1.61-66
surge drift 3.2.168-174
3-D nonlinear, long vertical pipe in deep ocean 9.2.117-125
translational 8.3.182-191
vortex, irregular waves, cylinder 5.4.270-272
water particle 8.1.74-79
wave-induced, ocean platform 1.2.146-153
wave-induced, body floating in 2-layer fluid 15.3.175-182
wave-induced, rectangular plate in sea with straight breakwater 13.1.43-51
wave-induced, sway and roll hydrodynamics of cylindrical sections 13.4.241-248
Moving
and nesting grid technique; diffusion simulation of CO2 discharged in mesoscale deep ocean 20.1.48-53
boundary treatment in MEC model 14.4.241-246
disturbance 7.4.262-268
hydrodynamic source, ice, internal wave manifestations 7.2.81-88
load, ice cover flexural oscillations 11.1.1-8
load, ice flexural deformations, ship wave wake 7.1.1-12
load, ice, internal wave manifestations, ship wave wake 7.2.81-88
nonstationary, of load along ice cover 9.4.292-297
seabed, earthquake, wave, review 7.3.220-225
Surface Boundary-layer Control (MSBC), barge-like structure 13.2.81-87
Multi-agent, rapid inspection of underwater structures by multi-AUV system with smart cable 14.4.265-273, 14.4.274-283
Multibeam sonar, ice gouge measurement strategy 12.1.34-39
Multicolumn
gravity-based structures, diffraction theory as prediction tool for airgap 16.3.175-182
TLP, PC-based, analytic solution, wave loads 5.4.261-269
Multidirectional waves
loading, vertical circular cylinder 4.3.206-211
random wave propagation 9.2.81-89
Multidisciplinary design optimization (MDO), Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
Multifractals, molybdenum wire 7.1.44-47
Multilayer shell, vibration analysis of axisymmetric multi-layer liquid-filled cylindrical containers using RD-finite element method 18.1.43-49
Multilegged structure, ice forces 2.3.222-227
Multiphase flow, 2-D, numerical model with solid-liquid-gas interaction, 15.3.198-203
Multiplanar
effects, tubular DT joints, SCFs and fatigue design 12.4.305-310
joints, ultimate behavior, capacity 3.1.43-50
joints, ultimate capacity, comparison with code predictions 4.2.134-141
TT-joints, tubular steel, over chord bending 5.4.308-316
tubular steel XX-joints, static strength 7.2.146-153
X-joints 1.1.44-52, 1.3.200-207
Multiple-body problem, Rankine panel method, numerical analysis, motion responses 19.2.90-96
Multiple perturbation method 2.1.54-60
Multipole method, see Method
Multiscale model; diffusion simulation of CO2 discharged in mesoscale deep ocean by using moving-nesting grid technique 20.1.48-53
Multisubdomains, numerical simulation, LONGTANK 4.3.200-205
Multiyear ice 1.1.53-57
MURV (manned underwater research vehicle), geological survey operations, Russia 6.4.275-277
N
Nailing tubular connections, fatigue behavior 10.3.209-216
Natural energy
air turbine with staggered blades for wave power conversion 13.4.316-320
impulse turbine 6.1.76-80
wave power generator 5.1.72-74
Wells turbine 8.2.155-160, 11.1.72-76
Natural gas
hydrate core sample, dissociation behavior using thermodynamic inhibitor―Part I 16.1.5-9
hydrate core sample, dissociation behavior using thermodynamic inhibitor, experimental investigation using long core samples―Part II 18.2.156-159
hydrate core sample, dissociation behavior, using thermodynamic inhibitor or steam injection combined with depressurization and high-concentration inhibitor injection―Part III 20.2.125-131
pipelines, high-performance technology (X120-grade steel), feature issue 14.1.2-80
reserves 8.1.22-29
Nature convection: thermal performance of embankment within crushed rock layer along Qinghai-Tibet Railway 20.3.210-217
Navier-Stokes equation(s)
free-surface random vortex method (FSRVM) 8.4.241-250, 10.4.241-248
numerical investigation of wave interaction with fixed vertical circular cylinder 14.3.202-209
numerical simulation of pipeline local scour 10.3.195-199
numerical simulations of 2-D wave tank in viscous fluid 10.1.1-9
numerical study on unsteady flow around mechanical pectoral fin 15.3.161-167
random vortex method (RVM) 3.2.81-92
roll response of various hull sectional shapes using a Navier-Stokes Solver 19.1.46-51
time-domain simulation of large-amplitude ship roll motions 12.3.206-212
time-domain simulation simulation of nonlinear wave impact leads on fixed offshore platform and decks 20.4.275-283
Navigation, underwater
autonomous vehicles, geophysical maps 6.1.9-18
Near-trapped mode, wave drift force and moment 11.3.176-183
Near trapping, array of vertical circular cylinders: experimental study on 2nd-order near trapping 15.2.96-103
Near-wake geometry, elliptic cylinders 2.4.267-280
Near-wall cylinder; flow-induced vibrations of cylinder with 2 degrees of freedom near rigid plane boundary 18.4.302-307
Negative
added mass, vertical circular cylinder 4.1.11-17
GM 9.2.90-96
tension, tension leg platform 2.4.281-288
Net load, plate anchor 5.3.230-234
Neumann-Kelvin linearization, comparative study on ship hydrodynamics based on Neumann-Kelvin and double- body linearizations in time-domain analysis 20.4.265-274
Neural networks (NN)
predicting lateral wall deflection in top-down excavation 19.2.151-157
status identification and optimum adjustment of performance of moored floating breakwaters (MFB), 19.1.31-41
Neutron diffraction, crystallography, atmospheric icing, high voltage 7.1.13-15
Newmark-ƒÀ method, dynamics of flexible riser 14.2.110-117
Ni, Ni-Mo consumables, weld metal mechanical properties in hyperbaric GTAW of X70 pipeline 16.3.233-240
Nitrate, nitrite, dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement 19.1.71-76
Noise
correlation, wind, temperature, ice deformation 6.2.154-158
nonwhite, white, nonlinear roll equation 3.1.32-34
1/f , parametric excitation, ship roll 5.3.225-229
Nondestructive
damage detection, offshore jacket structure 5.1.58-66
testing, superheater tube 4.1.36-39
testing, X-ray radiographic, weld defects 5.2.142-146
Nondimensional parameters, waterjet nodule lifter, manganese nodule collector 11.3.237-239
Non-Gaussian
analysis, stochastic dynamics, offshore structure 7.3.205-211
excitation, slow drift motion 6.1.112-123
Nonimpact and impact, strong and weak asymmetric wave rise and fall time 7.3161-167
springing and ringing 7.1.28-35
NO96; full-scale sloshing impact tests―Part I 20.1.24-33
Nonintrusive stereo imaging method; experimental study on interaction between flow current and cage structure 18.2.127-132
Nonlaminar flow, hydraulic conductivity, coarse sand 2.4.318-320
Nonlinear
active control 9.2.141-148
analysis, see topic entry below
bending stiffness, cables chains 3.3.162-167
control; exploiting redundancy in underwater vehicle-manipulator systems 19.2.115-123
coupled responses, free-span pipeline 6.1.53-61
coupled responses, response periods 9.2.117-125
coupled responses, tethered spar platform 7.2.111-118
diffraction problem 2.1.54-60
dynamic(s), see topic entry below
effect; nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
finite element, elastic joints, vertical pipe, dynamic and static responses 6.3.201-211
finite element, icebreaker testing and analysis 10.1.34-40
forcing 1.1.1-7
free-surface conditions, FEM for time domain analysis of hydroelastic response of VLFS 16.3.168-174
free-surface conditions, FEM for time domain analysis of hydroelastic response of VLFS considering horizontal motion 18.1.21-26
free-surface flows 8.3.173-181, 10.1.1-9, 11.3.191-193, 18.4.292-301
free-surface, irregular waves 4.4.265-272
fully nonlinear boundary element method to simulate wave-body-current interactions 11.1.33-41
fully nonlinear numerical wave tank 8.4.251-257, 9.2.90-96, 9.4.257-263, 9.4.264-270,10.4.269-275, 16.1.25-32, 16.3.161-167
gravity waves, evolution, shelf 3.1.1-6
hydrodynamic forces 4.3.174-182
interaction, pile-soil 13.3.169-174, 13.4.293-300
interaction, 2nd-order Stokes waves, floating structure 4.2.89-96
interaction, time domain, TLP 4.4.284-291
interaction, wave-wave 11.2.81-86
irregular waves, responses, TLP 5.3.166-170
modulation of ocean waves 2.2.93-109
normal modes 8.2.115-121
numerical analysis; suction pile installation in Caspian Sea clay with effective and total stress analysis 20.4.313-320
numerical wave tank 9.2.90-96
pressure patch problem; computations of 3-D fully nonlinear free-surface flows caused by advancing surface disturbances 18.4.292-301
programming, location, L-shaped structures 4.4.292-297
response, see topic entry below
roll equation 3.1.32-34
soil-structure interaction systems 13.3.169-174
strip method; effect of bow flare shape on water impact pressure 16.2.112-117
surface wave diffraction 1.1.77-85
surface waves, numerical analysis of internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
system identification, Volterra models in offshore engineering 13.1.12-20
systems, distributed parameter sensitivity analysis 13.3.169-174
time-domain numerical model for simulating response 9.2.112-116
transfer functions 7.4.301-307
vibrations, deep-ocean pipe 4.4.320-330
wave(s), see topic entry below
Nonlinear analysis(es)
blast resistance, SDOF, topside structures 7.3.212-219
concrete creep, TLP 7.3.168-173
marine riser 1.4.300-306
random waves 4.4.257-264
structural 8.4.292-302
Nonlinear dynamic(s)(al)
analysis, offshore framed structure 1.3.220-227
chaotic and heave-roll motion 3.1.26-31
hull/mooring coupled dynamic analysis 11.1.42-54
mooring lines 7.1.48-53
riser 3.4.299-305
solution strategy 9.2.112-116
systems 8.2.115-121
Nonlinear inviscid, numerical investigation of wave interaction with fixed vertical circular cylinder 14.3.202-209
Nonlinear response
analysis 9.2.112-116
articulated tower 2.1.61-66
dynamic, OWC 7.2.154-159
of offshore structures to high seas 19.1.1-7
Nonlinear solution for vertical plate vibration and generation of transient waves by wave impact 19.3.189-197
Nonlinear solution for vibration of vertical elastic plate by initial elevation of free surface 20.2.34-40
Nonlinear wave(s)
-body interactions with fully submerged dual cylinders 14.3.210-217
diffraction, cylinder array 7.3.181-188
diffraction, submerged horizontal cylinder 13.1.29-37, 19.3.198-205
dynamic interaction with seawall over sand seabed 8.1.30-38
dynamic solution strategy 9.3.112-116
floating island 6.3.171-176
force, non-Gaussian analysis, offshore structure 7.3.205-211
forces, fully nonlinear wave-body interactions with fully submerged dual cylinders 14.3.210-217
hydrodynamic forces 4.3.174-182
load(s) 2.3.175-185, 9.1.49-54, 9.3.167-174
model, combined Eulerian-Lagrangian 12.3.196-205
random, of finite bandwidth, statistical properties 15.1.14-20
unsteady flows 7.4.277-284
-wave interaction 11.2.81-86
wave spectra, statistical behavior of directional bound long waves 16.3.183-194
wave-jet interaction, mathematical model development and experimental results 17.2.119-124
weakly 9.1.48-54
Nonlinearities, wave(s)
focusing 6.2.131-137
loading, horizontal cylinder 1.4.247-254
loading, vertical circular cylinder 4.3.206-211
spectral analysis 11.2.87-92
Nonlinearity
effects, Froude-Krylov forces on cylinders 13.2.105-111
numerical assessment on shear moduli at pre-failure state taken from pressuremeter test 18.3.233-239
small-strain, cylindrical diaphragm wall movement during deep excavation 13.4.285-292
3rd-order wave force on axisymmetric bodies 11.4.248-253
wave kinematics 8.2.90-101
Nonsimultaneous
failure, ice sheet 5.4.279-284
ice crushing, Poisson process 6.2.138-143
Non-Uniform Rational B-Splines (NURBS)
computation of forward-speed wave-body interactions in frequency domain 17.2.125-131
validation studies of panel-free method for wave-body interaction analysis 19.4.295-299
Nonwhite noise, nonlinear roll equation 3.1.32-34
Norströmsgrund Lighthouse, global design ice-load dependence of failure mode 14.3.189-195
North Pacific Ocean, Hughes Glomar Explorer, full-scale, coupled ship and pipe motions measured in North Pacific 20.1.1-6
Northern Sea Route, recent trend in design parameters of ice-transiting vessels 18.4.282-287
Notch toughness, Izod, pultruded glass-fiber composite 13.3.232-239
Notch root, crack nucleation time 4.2.151-155
Nucleation
theory, kinetics of hydrate formation 12.4.256-263
thermodynamic analysis of inclusion formation for weld microstructure control 16.2.128-131
time, crack, hydrogen content, electrode potential 4.2.151-155
Nugget zone, grain structures in al-alloy friction stir welds observed by stop-action technique 14.4.289-295
Number(s)
dimensionless; influence of DR between liquid and gas on sloshing model test results 19.4.271-279
disks, longitudinal damping, vertical pipe string 7.2.104-110
Euler number: LNG sloshing: characteristics and scaling laws 19.4.264-270
Froude number: LNG sloshing: characteristics and scaling laws 19.4.264-270
Scruton, vortex-excited vibration, circular cylinder in steady flow 13.4.266-273
Numerical
analyses, multiplanar tubular steel XX-joints 7.2.146-153
analysis; bearing capacity of surface footing on soft clay underlying still nonhomogeneous desiccated crust 20.3.224-232
analysis, dilative behavior of granular materials 13.4.301-307
analysis, motion responses of adjacent multiple floating bodies, Rankine panel method 19.2.90-96
errors; code verification of unsteady flow solvers with method of manufactured solutions 18.2.120-126
experiment, random wave force coefficients 4.4.278-283
influence of pile cap flexibility on cap-pile-soil system 18.1.65-72
integration, torsional mechanics in dynamics simulation of low-tension ROV tethers 14.3.218-226
investigation, wave interaction with fixed vertical circular cylinder 14.3.202-209
method, pipelaying, stinger, dynamics 6.3.212-218
methods, cables 2.2.110-113
model, fluid-particle flows 7.2.89-93
model, icing 4.2.119-126
model of 2-D multiphase flow with solid-liquid-gas interaction 15.3.198-203
modeling, breakwater element on sandy seabed 11.4.241-247
modeling, computer simulation of thermal problems 7.2.127-134, 7.3.226-232
nonlinear simulation of 3-D freak waves using a fast numerical method 19.3.168-175
soil-pipeline interaction along active fault systems 18.3.211-219
schemes, 2-D mooring dynamic analysis 10.4.301-309
Numerical simulation
by testing, validation of 9.1.10-15
effects of grid resolution on simulation of semidiurnal internal tides 17.2.105-111
fire safety design, oil pool fires in engine room 15.1.46.53
fully nonlinear 9.4.264-270
hydrodynamic behaviors of gravity cage in current and waves 19.2.97-107
ice dynamics 3.4.328-332
joint strength 1.3.200-207, 2.1.1-6
Monte Carlo 9.3.188-194
Morison equation 1.2.115-121
multigrid technique for numerical simulations of water impact phenomena 16.4.283-289
multisubdomains, LONGTANK 4.3.200-205
nonlinear coupled responses, tethered spar platform 7.2.111-118
overall chord bending, multiplanar tubular steel TT-joints 5.4.308-316
RANS 8.3.182-191
sea and port freezing in winter, numerical calculation model 15.3.215-222
splitter plate 4.3.193-199
3-D stall mechanism on Wells turbine for wave-power generation system 11.4.315-320
tidal power generation 8.4.318-320
ultimate strength formulation for axially loaded CHS uniplanar T-joints 16.4.305-312
validation 9.1.10-15, 19.3.198-205
vortex-induced vibrations (VIV) of hanging flexible riser with top in irregular motion 15.4.274-281
wave force 6.2.124-130
wave groups 3.2.93-100
Numerical wave tank (NWT) (flume)
analysis, internal kinematics and dynamics, 3-D breaking ocean waves on slopes 14.4.247-256
bichromatic 2nd-order Stokes waves 9.3.175-181
FEM model 9.4.271-275
fully nonlinear 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
irregular waves 4.4.265-272
Lagrangian particle method as advanced technology for numerical wave flume 19.3.161-167
nonlinear solution for vibration of vertical elastic plate by initial elevation of free surface 20.2.34-40
OSC 7.2.154-159
OWC, dynamic nonlinear response 7.2.154-159
OWC, self-adaptive control 10.4.269-275
review 9.4.241-256
2-D, in viscous fluid, numerical simulations 10.1.1-9
wave absorption 11.3.168-175
NURBS, see Non-Uniform Rational B-Splines
Nutation damp(er)(ing)
instabilities 1.3.167-175
vibration suppression 7.3.174-180
Nutrient; dissolved inorganic nitrogen (DIN) ions in coastal field using simplified flow injection method, automatic measurement 19.1.71-76
NW Passage, data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago 18.4.277-281
O
Object-oriented environment 8.3.213-221
Observation(s)
long-term, observatory, deep sea, submarine earthquake 6.4.262-267
missing, reconstructed, with application to ringing 11.1.23-32
ocean buoy, automatic position-adjustable elevator for workboat 16.3.202-209
wave, buoy, model and field experiments 13.1.21-28
Obstacle(s)
avoidance, underwater vehicle 13.1.52-59, 14.4.265-273, 14.4.274-283
axisymmetric, water wave diffraction 4.3.169-173
Ocean
bottom seismometer (OBS), short cluster airgun array for shallow to deep crustal survey 19.1.60-65
CO2 ocean sequestration; diffusion simulation of CO2 discharged in mesoscale deep ocean by using moving-nesting grid technique 20.1.48-53
current; extreme wind, wave and current in deep water of South China Sea 20.1.18-23
current; maximum stress and fatigue strength of drill pipe in presence of strong ocean current 20.1.15-17
deep, long vertical pipe 9.2.117-125
energy 8.2.155-160, 8.3.222-227, 10.2.145-152
environment, simplified moving boundary treatment in Marine Environmental Committee (MEC) 14.4.241-246
mining, circular cylinder, mean and unsteady lift 3.4.280-298
mining collector, Kriging metamodel, prediction for motion of tracked vehicle traveling on soft soil 17.2.132-138
platform, wave-induced motion 1.2.146-153
radar system, wave observation buoy near Okinawa Islands 13.1.21-28
space utilization 2.2.93-109
surface, modified nonlinear Schrödinger (MNLS) 15.3.168-174
surface, spatial models for variability of significant wave heights in world oceans 18.1.1-7
velocities; ice and ocean mooring data statistics from Barrow Strait, central section of NW Passage in Canadian Arctic Archipelago 18.4.277-281
wavelet and local directional analysis of ocean waves 16.2.97-103
Ocean engineering
MOLIKPAQ platform 4.3.183-192
projects 2.4.251-261, 4.2.81-88, 8.1.1-8
wave basins 5.1.1-9
wave power generator 10.2.153-159
Ocean wave(s)
crossing and oscillation intensities 10.4.255-262
energy, impulse turbine 12.2.142-146
energy, Wells turbine 11.1.72-76
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 waves on slopes 14.4.247-256
power conversion 7.4.308-312
power generator 5.1.72-74, 15.4.292-299
swell 7.4.241-245, 12.4.237-242
Oceanographic
measurements, The Bosphorus 5.2.98-104
moorings 4.3.219-222
Oceanography 2.3.186-190
Ochi-Hubble 9.3.188-194
Octahedral plane, stress-strain behavior of remolded clay from intermediate principal stress controlled tests 16.4.313-319
Oedometer test 9.4.314-319
Offset
bodies, arrays of, cable dynamics 3.3.176-182, 3.3.183-188
long, short cluster airgun array for shallow to deep crustal survey 19.1.60-65
Offshore
Arctic, armoured riser’s response to wave and ice actions, and ice-block impacts 15.4.282-291
engineering, new computational mechanics for ships and offshore engineering from construction to structural collapse 17.4.241-253
floating models, damage detection 9.3.201-207
floating multimodule mobile base 9.2.126-133
foundations, electrochemical cementation of calcareous sand 15.1.71-79
foundations, electrokinetic cementation of calcareous sand 18.1.73-80
foundations, electrokinetic strengthening 10.2.137-144
jacket structure, modal analysis 5.1.58-66
landfill site; model test, groundwater pollution due to pile foundations in waste disposal site 16.1.65-72
LNG terminals: LNG tank sloshing assessment methodology―the new generation 19.4.241-253
moorings, polyester mooring ropes, quantifying residual creep life 15.3.223-228
operations, wave duration/persistence statistics, recording interval, fractal dimension 12.2.108-113
pipelines 10.1.56-63
pipelines, untrenched, on calcareous sand 12.1.74-80
Offshore/onshore project, Osaka Bay area 6.2.81-90
Offshore platform(s)
cable, bending, damping 3.3.189-196
concrete creep analysis 7.3.168-173
tubular joints 2.2.141-146
Offshore structure(s)
added mass 3.2.107-114
anchor trajectory during drag embedment in soft clay, prediction 18.4.314-319
axial fatigue 9.2.149-157
cables, locked coil 5.2.153-160
collision 1.4.293-299
compliant, slow-drift motion 7.2.119-126
conical, ice, model testing 3.4.313-321
direct spectral fatigue analysis 9.2.134-140
drilling, conductors 2.4.303-308
dynamic structural analysis 7.4.301-307
fixed, design and construction 8.1.1-8
framed, earthquake response 1.3.220-227
free vibration analysis, Lanczos algorithm 3.3.219-224
hydrodynamics 2.4.251-261, 4.2.81-88, 8.1.1-8
ice loads 2.2.123-128, 8.1.16-21
ice-structure interaction during earthquakes 11.4.290-297
jacket, modal analysis 5.1.58-66
model, pipelaying operations 8.3.213-221
model, wave-exciting force, drift force 1.2.101-107
MOLIKPAQ platform, waves 4.3.183-192
nonlinear response to high seas 19.1.1-7
perturbation 2.1.7-12
reinforced concrete, under extreme wave loading, reliability calculation 16.2.138-145
robust-to-modeling-uncertainties nonlinear control design for offshore structures 18.1.91-98
semisubmersible (Weslefrikk) in irregular waves, airgap 12.3.184-188
steel jackets, Bass Strait, Australia 11.1.64-71
stochastic dynamics, non-Gaussian analysis 7.3.205-211
stress, response 1.1.71-76
time variant damping 3.4.273-279
vertical response to nonlinear waves (a review) 17.2.81-88
wave basins 5.1.1-9
wave diffraction, load, free surface 6.2.104-111
wind turbine, numerical analysis of large-scale vertical axis 14.3.233-238
wind turbine, reliability-based design loads, environmental contour method 15.2.132-140
wind turbine, reliability-based optimization and optimal reliability level 15.2.141-146
Oil
adhesion to ice 7.4.246-253
boom 8.4.311-317
contamination, direct shear test of bearing capacity 11.3.220-226
curtain 8.4.311-317
deepwater offloading buoy response and experimental validation 16.4.290-296
diffusion, preventive device 8.4.311-317
-ice interaction, spills, spreading 3.4.306-312, 5.2.127-133
-ice sandwich 14.3.169-175
pollution 8.4.311-317
pool fire, fire safety design 15.1.46-53
separation (MHD - magneto-hydrodynamics) oil separation from oil-contaminated seawater using high field superconducting magnet 17.3.189-192
spills 7.4.246-253, 8.4.311-317
spills effect of buffer bow structure in ship-ship collision 18.2.133-141
spills in ice 14.3.169-175
weathering, brash ice 5.2.127-133
Oils physical properties, -ice interaction 5.2.127-133
Okhotsk Sea
ice and earthquake loads on structure 11.4.298-303
ice run-up caused by tsunami in Sea of Okhotsk 15.1.34-39
Okinawa Islands wave observation buoy, ocean radar system evaluation 13.1.21-28
On-site test, superheater tube 4.1.36-39
1/f noise, parametric excitation, ship roll 5.3.225-229
Open boundary condition, nonlinear waves 4.3.174-182
Open-ended pipe pile, compressive capacity 10.3.229-235
Operator guidance 8.3.200-206
Optimization 9.2.158-159, 11.2.155-160, 13.1.60-65, 19.1.31-41, 20.4.247-255
Optimum
buffer shape, diameter ratio, number of disks, vertical pipe string 7.2.104-110
condition of absorber, pipe string, manganese modules 4.1.62-67
control of oscillation of wave-energy converters 12.2.147-155
design, method of wave power generating system with Wells turbine 14.3.227-232
Organic sediments 9.3.219-225
Organotin compounds, TBT, Korea, coastal waters 6.4.313-319
Orlanski open boundary condition, irregular waves 4.4.265-272
Oscillating
cylinder, in-line force from combined wave and current flow 11.2.93-98
cylinder, roughness effect 5.3.188-197
flow, gap effect on transversal force acting on infinite array of cylinders 15.4.249-256
flow, vibrating cylinder, vortex regimes 7.2.94-103
system, IPS 2-body wave energy converter: Acceleration tube optimization 20.4.247-255
water column (OWC) characteristics for terminator-type wave energy converter 15.4.292-299
water column (OWC), design method of wave power generating system with Wells turbine 14.3.227-232
water column (OWC), dynamic nonlinear response 7.2.154-159
water column (OWC), full-scale data assessment in OWC Pico Plant 18.1.27-34
water column (OWC) shoreline devices, numerical modeling 11.2.147-154
water column (OWC) transient experiments 6.3.227-233
water column (OWC), wave energy 3.1.66-72, 10.4.269-275
water column (OWC)-type wave energy converter, numerical analysis on 2-D optimal profile of floating device 16.4.297-304
Oscillation(s)
amplitude modulated 2.1.32-37
constraints, method for optimal control 11.2.155-160
forced cylinder 7.4.269-276
forced oscillation experiments, dynamics of flexible riser 14.2.110-117
forced oscillation test; study on roll damping of 2-D cylinders, FPSO 13.3.205-208
forced oscillation test; 3D effects on measured results using 2D model in narrow wave channel 20.2.88-94
heave 8.3.173-181
horizontal and vertical, vertical circular cylinder 4.1.11-17
ice cover flexural 11.1.1-8
intensities and crossings, analysis of ocean waves 10.4.255-262
large-scale LNG sloshing model tests 19.1.8-14
molten pool oscillation in TIG arc welding 14.2.145-149
parametric 9.2.90-96
slow drift 1.4.264-269, 1.4.270-278
vertical and horizontal square cylinder 5.3.180-187
wave-energy converters, optimum control 12.2.147-155
Oscillator
diffusive van der Pol, vortex shedding, forced cylinder 5.4.256-260
van der Pol, vortex shedding, forced cylinder 5.4.251-255
Oscillatory flow 1.3.242-245, 13.4.266-273
OTEC power plant
floating, potential viscous drift 3.3.236-239
heat exchangers 9.2.158-159
Outliers (missing data), reconstructed with application to ringing 11.1.23-32
Output power, tidal current power generation system 11.1.77-79
Ovality, initial, thick tubes, collapse 3.2.121-129
Overall chord bending, multiplanar tubular steel TT-joints 5.4.308-316
Overhead power line, extreme loads 10.3.177-181
OWC, see Oscillating water column