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

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

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

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

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

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

     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

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

     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

Line(s)

     heating, improved inherent strain analysis for plate bending, considering phase transformation of steel   17.2.139-144

     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

     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 sloshing, baffled, unbaffled tanks, RANSe      6.4.278-282, 6.4.283-290

LNG (liquefied natural gas) carrier, sloshing       5.1.10-16

Load(ing)(s)

     anchor, horizontally loaded suction piles      10.3.222-228

     -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

     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

     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

     pressure, elliptic cylinders       2.4.267-280

     rate, glass-fiber, reinforced polymer (FRP), effect of load rate on notch toughness   15.1.54-61

     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

     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fs 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

     ultimate, speed-dependent ship/ice impact   10.4.285-291

     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

     multi-directional      4.3.206-211

     nonlinear, wave   2.3.175-185

     PC-based, analytic solution, TLP   5.4.261-269

Local

     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

     phenomenon, flexible cylinder in water  10.1.26-33

Locked coil, cables, bending, fatigue, stiffness, strands  5.2.153-160

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  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

     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

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

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

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

Manipulation, shedding, in 3-D wakes using belt actuators   15.1.7-13

Manipulator, underwater robot, iterative learning control   13.2.120-127

Manipulator, 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

     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 constituents islands (MA), 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

transformation, start temperature; effects of phase transformation on residual stresses in welding of stainless steels   17.2.145-151

Mass transport         9.3.161-166, 10.1.41-49

Mass-spring element (MSE) modeling, elastic joints     9.2.117-125

Material degradation, superheater tube       4.1.36-39

Material(s)

     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

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

     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

     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, 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, elastic, submerged and composite breakwaters   17.2.112-118

Metal pile, sand     2.3.234-237

Meteorological conditions, sea and port freezing in winter, numerical calculation model   15.3.215-222

Methane hydrate

     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

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fs 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

     CIP (cubic interpolated propagation)    15.3.198-203

     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

     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fs function method in infinite water depth   17.1.32-38

     finite difference, see FDM

     finite element, see FEM

     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

     Greenfs function, accelerated, wave response analysis of a VLFS in infinite water depth   17.1.32-38

Greenfs function, computation of forward-speed wave-body interactions in frequency domain   17.2.125-131

     Greenfs function, fast multipole method for wave diffraction-radiation problems and its applications to VLFS   16.4.253-260

     Greenfs function, VLFS     1.4.307-316

     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

     matched asymptotic expansion   12.1.9-15

     mechanism, grillage under point load     11.4.310-314

     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

     nonlinear strip; effect of bow flare shape on water impact pressure   16.2.112-117

     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

     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

     random vortex (RVM), Navier-Stokes equations   3.2.81-92

     Reynolds-Averaged Navier-Stokes (RANS)     7.4.277-284

     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

      simulation, for shear fracture propagation in natural gas transmission pipelines, high-performance high-technology feature issue   14.1.60-68

     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

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

     risk-based, U.S. Navy, deep-draft ships   8.3.200-206

     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(al)

     approaches for achieving X120 properties  14.1.2-35

     friction stir welding of dissimilar Fe-Ni joint    16.3.228-232

     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.