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F

Factor

     breakout, soft clay   1.3.195-199

effective stress intensity, fatigue life extension of through-thickness crack   12.3.223-228

     modification, reclaimed soil in West Taiwan       10.1.73-79

Failure

     analysis, composite lamination   4.3.248-256

     assessment diagram   11.1.125-132

     brittle indentation, ice   2.3.212-221

     criterion, ice loads   4.1.53-61

     -envelope, interaction diagram, footing, shallow, sand   6.1.62-67

     general shear, pipelines    4.1.30-35

     ice, dynamic analysis   2.3.204-211

     ice, model    3.2.130-138

     ice-load dependence of failure mode, global design   14.3.189-195

     mechanism, anchored foundations   15.4.312-320

     nonsimultaneous, ice-load dependence of failure mode, global design   14.3.189-195

     nonsimultaneous, ice sheet        5.4.279-284

     progressive, soil, horizontal loading capacity of suction piles   12.1.56-63

     quasi-simultaneous, ice-load dependence of failure mode, global design   14.3.189-195

     rate, probabilities, ship hull   2.2.135-140

     simultaneous, ice-load dependence of failure mode, global design   14.3.189-195

     surface, anchored foundations   15.4.312-320

     zonal, ice-load dependence of failure mode, global design   14.3.189-195

Fall and rise time, strong and weak asymmetric wave       7.3.161-167

Fatigue

     analysis   7.4.293-300, 9.2.134-140

     assessment, cracked SN curves   8.2.139-139

     assessment, welded structures, hot-spot stress design curves   12.2.134-141

     axial       9.2.149-157

     behavior of nailed tubular connections   10.3.209-216

     cables   3.3.172-175

     cables, locked coil   5.2.153-160

     corrosion   4.3.234-240

     crack, welded T-joints   11.2.125-132

     crack growth, tubular joints   4.3.241-247

     crack growth test       12.3.223-228

     crack propagation   9.1.68-72

     crossing and oscillation intensities   10.4.255-262

     design, K-joint tubular girders   10.1.50-56

     design, multiplanar tubular DT joints   12.4.305-310

     life, tubular joint      2.2.141-146, 4.3.241-247

     life extension, through-thickness crack using local heating   12.3.223-228

     low-temperature      9.1.68-72

     reliability, damage accumulation   10.2.131-136

     reliability, mooring chains      7.2.135-140

     reliability of marine structures, from Alexander Kielland accident to life cycle assessment   17.1.1-21

     ship hull        2.2.135-140

     strength, welded joints, ultrasonic peening   6.4.304-307

     strength assessment of welded joints, ships and FPSO units      12.1.40-47

     umbilical   3.2.150-155

Feature issue, high-performance pipeline technology (X120-grade steel)   14.1.2-80

FDM (finite difference method)

     constitutive equation for fluid-particle flow simulation   16.1.18-24

     control, anti-rolling tank   5.1.17-22

     jet-wall interaction in shallow waters   17.3.213-217

     random wave force coefficients   4.4.278-283

     wave-current interaction in shallow flows   14.2.86-88

Feedback, indirect, underwater navigation, extended Kalman filter, Doppler velocity log, inertial measurement unit    15.2.88-95

FEM (finite element method)

analysis, marine riser   1.4.300-306

     analysis, pile foundation    9.3.226-232

     -BEM methods, mixed: aircraft landing impact, aircraft-floating structure-water interaction system   15.4.257-263

     -BEM model, combined    8.1.30-38

     chain links    1.4.317-323

     computer simulation of thermal problems    7.2.127-134, 7.3.226-232

     creep, frozen soil   6.2.96-103

     cylindrical diaphragm wall movement during deep excavation    13.4.285-292

     direct, hydroelastic responses of VLFS       10.2.81-90

     Galerkin, dynamics of flexible riser  14.2.110-117

     Galerkin, fluid domain, spatial discretization        7.4.269-276

     hot-spot analysis procedure, ships and FPSO units       12.1.40-47

     implosion, double-wall pipe   4.2.142-150

     modal expansion method, dynamics of flexible riser   14.2.110-117

     mode-expansion, hydroelastic responses of VLFS     10.2.81-90

     model of gravity waves with free surface       9.4.271-275

     modeling, elastic joints       9.2.117-125

     Newmark-ƒÀ method, dynamics of flexible riser   14.2.110-117

     p-version application to stress singularity field problems       13.2.133-138

     porous flow in vertical breakwater induced by nonlinear waves         11.3.192-201

     submodeling analysis of ship structure with SPR method        13.3.216-223

     suction caissons in clay, numerical analysis   13.2.154-159 

time domain analysis of hydroelastic response of VLFS with fully nonlinear free-surface conditions   16.3.168-174   

     tubular joints   2.2.141-146

     vertical uplift capacity of suction caissons   12.2.89-97

     vibration analysis, mega-float structure   12.1.48-55

     zooming, for stress analysis, optimization of ship structure   13.1.60-65 

FFT (Fast Fourier Transform)   16.3.161-167   

Fences, porous         8.3.222-227

Fender deflection, forces, stiffness   10.2.112-122

Ferrite, acicular, high-performance pipeline technology (X120-grade), feature issue   14.1.18-28

Fiber rope, polyester fiber, polyester mooring, quantifying residual creep life   15.3.223-228

Fiber-optics, rapid inspection of underwater structures by multi-AUV system with smart cable   14.4.265-273, 14.4.274-283

Field bending, development and mechanical properties of X120 linepipe, high-performance pipeline technology feature issue   14.1.29-35

Field

     freak wave   13.1.38-42, 13.4.260-265

     instrumentation assessment of offshore land reclamation works   14.4.315-320

     measurements, model breakwater element on sandy seabed   11.4.241-247

     response, dynamic, pile   3.2.156-160

     validation, soil friction transition during suction pile installation   12.4.311-315

Field experiment(s), test(s)

     ice dome spanning 20~30 m   12.4.264-270

     model, consolidation process of geotextile tube with fine-grained materials   14.2.150-158

     moored floating structure   7.4.254-261

     pile suction retrieval in sand, transition of soil strength   15.2.155-159

     surface-mooring dynamics       10.3.200-208

     vertical circular cylinder   2.3.161-167

     wave observation buoy, ocean radar system   13.1.21-28

Fields, Gaussian     10.3.161-169

Fill(ing) material

     suitability for sand compaction pile (SCP)  13.1.66-72

     well-graded, Great Hanshin Earthquake, Kobe Port 10.1.64-72

Fin, mechanical pectoral   15.3.161-167

Fine Dot Grid, computer-aided strain method, process fracture zone   4.2.156-161

Fine-grained

     materials, consolidation process of geotextile tube   14.2.150-158

     soils, earthquake, liquefaction   6.4.308-312

Fines content   8.3.228-235, 10.1.73-79

Finite

     amplitude, propagation of surface waves      9.3.161-166

     analysis, collapse, thick pipes   4.4.312-319

     depth, vertical and horizontal square cylinder, added mass, radiation damping   5.3.180-187

     depth, vertical circular cylinder   4.1.11-17

     depth, water wave diffraction       4.3.169-173

     depth, water wave diffraction-radiation, ship advancing through regular waves   16.4.241-252

     differences       2.2.110-113, 10.4.301-309

     element analysis, collapse testing on short linepipe for deepwater applications    17.4.309-316

     element analysis, hot-spot stress design curves for fatigue assessment of welded structures   12.2.134-141

     element analysis, prediction of fracture in wrinkled energy pipelines subjected to cyclic deformations   17.3.205-212

     element analysis, solution comparisons, lateral undrained resistance factor      11.3.211-219

     element, nonlinear coupled responses, tethered Spar platform   7.2.111-118

     element, nonlinear, icebreaker testing and analysis       10.1.34-40

     element, nonlinear, vertical pipe, dynamic and static responses       6.3.203-211

     elements        8.4.292-302

     flexible riser   3.4.299-305

Finite difference method, see FDM

Finite element method, see FEM

Fins, anti-pitching  11.2.106-112

Fire-risk modeling of machinery space: passenger-ship engine room   16.1.48-56

Fire safety design, oil pool fires in engine room   15.1.46.53

First peak force, nonsimultaneous failure, ice sheet        5.4.279-284

Fish, biomimetic robot, research on patrol algorithm      15.1.1-6

Flashover

     DC flashover process on ice surface   11.4.304-309

     iced insulators   2.3.228-233, 4.2.112-118, 6.4.298-303, 8.3.167-172

Flexible

     body, thick plate, ocean waves   5.3.198-203

     cylinder, vortex-induced vibrations and jump phenomenon   10.1.26-33

Flexural

     -gravity wave, mathematical modeling of shock loading of solid ice cover  16.1.1-4

     ice deformations, internal wave manifestations, ship wave wake   7.2.81-88

     ice deformations, precursors, strain, ship wave wake   7.1.1-12

     oscillations, ice cover   11.1.1-8

     strength of drifting first-year ice in Barents Sea   17.3.169-175

     strength, sea ice   1.1.53-57

     waves, propagation at interface between floating plates   12.3.163-170

Flexure

     cables   3.3.172-175

     ice floe  3.4.322-327    

Floater, deep draft, motion  1.2.164-166

Floating

     airport   9.1.39-47

     bodies, wave-body interaction   5.3.171-179

     body, development of floating body with high performance   17.1.39-46

     body dynamics, deepwater oil offloading buoy response and experimental validation   16.4.290-296

     body, harbor geometry      4.2.97-104

     body, second-order diffraction force   2.3.175-185

     body motion   9.4.241-256

     buoy, tidal current power generation system      11.1.77-79

     device, and onboard motion-compensated platform   11.2.155-160

     island, solitary wave, tsunami        6.3.171-176

     large multiple connected structure, hydrodynamic interaction   5.3.204-211

     loading systems, mooring chains       7.2.135-140

     model, unit-linked   9.3.201-207

     moored structure, motions   7.4.254-261

     OTEC plant, potential, viscous drift   3.3.236-239

     plates, propagation of flexural waves at interface   12.3.163-170

     platform dynamics, simulation of irregular waves   7.3.189-196

     platform motion      8.2.115-121

     pontoon breakwater with wave-wall   12.1.114-120

     -production-storage-offloading system (FPSO)    9.4.298-306, 12.2.134-141, 12.4.297-304, 13.3.205-208, 13.4.241-248

     structure, submerged moored, 2^nd-order Stokes waves    4.2.89-96

     structure, very large, airplane collision       11.2.118-124

     structure, very large, hydroelasticity        1.4.307-316

     submerged sea caches, numerical free-surface flows   11.3.191-193

Floe

     ice, flexure   3.4.322-327

     sea-ice, fractal properties   13.1.1-3, 79

Flood(ed)(ing), floodwater

     effect inside ship   8.4.280-282

     offshore structures   9.1.55-61

     progressive, process   8.3.192-199

     Ro-Ro passenger ship with flooded vehicle deck    15.2.109-116

Flow(s)

     chart, sand pile formation and design, fill-material applicability   13.1.66-72

     control, passive; vortex shedding around pipe section using porous sheath   16.2.90-96

     cross, free-span pipeline   6.1.53-61

     field, propeller, ship model wake analysis by PIV   11.4.261-266

     fluid-particle, numerical model   7.2.89-93

     free-surface, comparison of classical and weakly-singular representations   15.4.241-248

     free-surface, comparison of classical and simple free-surface Green functions   14.4.257-264

     free-surface, multigrid technique for numerical simulations of water impact phenomena   16.4.283-289

     free-surface, wave-current interaction in shallow flows   14.2.86-88

     Gibraltar Straits, instability   1.2.129-136

     -induced instability, square prism    6.3.161-170

     -induced vibrations, circular cylinder 3.4.280-298

     -induced vibrations, marine cables   1.1.18-26

     -induced vibrations, marine pipeline   5.2.81-90

     intake/discharge, floating OTEC plant       3.3.236-239

     material, heat source models in simulation of heat flow in friction stir welding  14.4.296-304

     meter       1.2.108-114

     multiphase, 2-D; numerical model with solid-liquid-gas interaction, 15.3.198-203

     nonlaminar, coarse sand   2.4.318-320

     nonlinear free-surface   10.1.1-9, 11.3.191-193

     of ice, through converging channels   16.4.268-273

     orbital   1.4.247-254

     oscillating, gap effect on transversal force acting on infinite array of cylinders   15.4.249-256

     oscillating, vibrating cylinder, vortex regimes   7.2.94-103

     planar oscillatory, vortex-excited vibration, circular cylinder   13.4.266-273

     porous, in vertical breakwater        11.3.194-201

     porous, numerical, nonlinear wave model   12.3.196-205

     porous, simulation of wave transformation in vertical permeable structure   14.2.89-97

     potential, comparison of classical and weakly-singular representations   15.3.241-248

     potential, free surface   9.4.264-270

     potential, numerical wave tank   11.3.168-175

     potential, flow   16.3.168-174

     potential, wave basins   5.1.1-9

     -rectifying air turbine   12.2.142-146

     return        10.1.1-9

     reversible, Darrieus-type cross-flow runner   8.4.318-320

     separated, vorticity   3.2.81-92

     separation, FSRVM   10.4.241-248

     shallow water, wave-current interaction  14.2.86-88

     shallow waters, jet-wall interaction   17.3.212-217

     shear, diffusive van der Pol oscillator, vortex shedding, forced cylinder   5.4.256-260

     shear, water wave, wind-induced        5.4.273-278

     simulation, fluid-particle   16.1.18-24

     steady, comparison of classical and simple free-surface Green functions   14.4.257-264

     steady, local   8.2.102-109

     3-D, diffraction-radiation wave, ship advancing through regular waves in finite water depth   16.4.241-252

     3-D, numerical analysis, internal kinematics and dynamics, 3-D breaking ocean waves on slopes   14.4.247-256

     turbulent   7.4.277-284, 8.3.182-191, 12.3.206-212, 17.2.89-96

     2-layer, The Bosphorus       5.2.98-104

     2-phase flow, constitutive equation for fluid-particle flow simulation   16.1.18-24

     2-phase, MHD, propulsion       3.4.250-257, 5.2.91-97

     unsteady, air turbine with staggered blades for wave power conversion   13.4.316-320

     unsteady, around mechanical pectoral fin   15.3.161-167

     unsteady, berthing ship       7.4.277-284

     unsteady, resistance, in-line force model search       10.4.249-254

     viscous      8.3.173-181

     visualization, circular cylinder   2.2.81-86

     visualization, irregular waves, cylinder        5.4.270-272

     visualization, numerical study on unsteady flow around mechanical pectoral fin   15.3.161-167

     visualization, wave and wave-current loading on circular cylinder   8.2.122-129

     water flow rate through porous media, ultrasonic effects   16.2.146-152

Fluctuating force, hydrodynamic and hydrostatic, strong asymmetric wave   6.4.291-293

Fluctuation

     free surface, rigid vertical columns   6.1.41-46

hydrodynamic conditions, Clarion-Clipperton Ore Zone in Pacific (1993)   11.3.231-236

Fluid(s)

     deicing/anti-icing   5.1.32-36

     domain, Galerkin finite element method   7.4.269-276

     dynamics, computational    3.2.81-92, 13.4.249-253

     dynamics, computational    16.2.104-111

     force(s)       1.2.154-160, 1.4.293-299

     forces, buffer, pipe-string   1.2.154-160

     machine, wave power generator    5.1.72-74

     machinery, air turbine with staggered blades for wave power conversion   13.4.316-320

     machinery, axial flow air turbine        7.4.308-312

     machinery, impulse turbine   3.1.73-78, 4.1.76-80, 6.1.76-80, 10.2.145-152

     machinery, water column (OWC)-type wave energy converter   16.4.297-304

     machinery, wave power generating system   15.4.292-299, 16.4.297-304

machinery, Wells turbine      8.2.155-160, 8.3.222-227, 10.2.145-152, 10.2.153-159, 11.1.72-76

     mechanics   2.3.186-190

     -particle flows, numerical model        7.2.89-93

     perfect   10.4.269-275

     wave-induced motions of body floating in 2-layer fluid   15.3.175-182

Fluid-structure interaction(s)

     aircraft landing impact, aircraft-floating structure-water interaction system   15.4.257-263

     boundary, integral equations   4.1.6-10

     hydrodynamic damping        3.2.107-114

     mooring lines      7.1.48-53

     nutation damping       1.3.167-175

     seabed response under waves with free-surface water flow, numerical investigation   17.2.97-104

     vortex-excited vibration force, circular cylinder in steady flow       13.4.266-273

Focus(ed)(ing)

     ocean wave       2.2.93-109

     transient and ring waves in AMOEBA with absorbing wave-maker   16.1.10-17

waves, interactions   6.2.131-137

Fog, rime, iced-insulators      4.2.112-118

Folding, collapse mechanism of buffer bow structure on axial crushing   15.2.147-154

Footing

     circular, vertical circular cylinder   4.1.11-17

     failure-envelope, shallow, sand   6.1.62-67

     shape, skirted shallow foundations   9.3.214-218

Force(s)

     breakout, soft clay   1.3.195-199

     coefficients   1.4.255-263

     cylinder (horizontal), sand bed   2.4.262-266

     diffraction, 2^nd-order        2.3.175-185

     diffraction, wave, spherical structure   3.1.7-16

     drift, and hydroelastic motions of VLMOS (Very Large Mobile Offshore Structure)  15.3.183-188

     drift, higher-order boundary element method        3.2.101-106

     drift, model offshore structure   1.2.101-107

     drift, steady, and moment acting on VLFS of arbitrary geometry   13.3.198-204

     drifting wave, large floating multiple connected structure   5.3.204-211

     earthquake, cylindrical shell structures in ice-covered seas   13.1.4-11

     effective, axial, pipelines   2.2.157-158

     fender, berthing operations   10.2.112-122

     first peak, subsequent, nonsimultaneous failure, ice sheet   5.4.279-284

     fluctuating, hydrodynamic and hydrostatic, strong asymmetric wave   6.4.291-293

     fluid, pipe-string, shapes of buffers       1.2.154-160

     grounding-induced, sectional, double-hull tanker   7.2.141-145

     horizontal force of vertical truncated column         9.3.167-174

     horizontal members, wave buoyancy, drag and inertia, slamming       4.3.212-218

     hydrodynamic, circular cylinder       1.4.279-283

     hydrodynamic, conductor pipes   4.3.231-233

     hydrodynamic, floating body, harbor geometry   4.2.97-104

     hydrodynamic, on submarine pipelines on seabed      8.2.122-129

     hydrodynamic, wave-induced motions of body floating in 2-layer fluid   15.3.175-182

     ice, change of water level    2.3.222-227

     ice, compacting   3.2.139-142

     ice, dynamic analysis    2.3.204-211

     ice, high strain rate loading, fracture study of ice   14.3.182-188

     ice, light piers       2.1.67-72

     ice, offshore structures      2.2.129-134

     in-line, combined wave and current flow on oscillating cylinders   11.2.93-98

     irregular waves, cylinder   5.4.270-272

     lift, marine pipeline    5.2.81-90

     lift, vortex-excited vibration   8.1.66-73,13.4.266-273

     Lorentz, MHD        3.4.250-257, 5.2.91-97

     mean crushing force, collapse mechanism of buffer bow structure on axial crushing   15.2.147-154

random hydrodynamic   1.3.242-245

     random, on slender vertical cylinder, produced by high sea waves interacting with current   15.1.21-27

random wave   1.2.115-121

     random wave coefficients, numerical experiment   4.4.278-283

     seepage, irregular wave, circular cylinder bottom   7.1.70-76

     slamming, waves   4.2.81-88

     submarine pipelines       3.1.35-42

     sum-frequency        2.3.175-185

     transverse   7.4.269-276

     trawl       2.1.24-31

     true, axial, pipelines       2.2.157-158

     viscous, oscillating cylinder, roughness effect   5.3.188-197

     vortex, marine cables   2.1.32-37

     weak, impacting, strong asymmetric wave   6.4.291-293

Force(s), wave

     axisymmetric bodies       11.4.248-253

     coastal structures, horizontal plate   6.1.19-26

     computational fluid dynamics        3.2.81-92

     Draupner freak wave impact, field and laboratory, on vertical truncated cylinder   13.4.260-265

     -exciting, tank-wall effect      1.2.101-107

     free-surface fluctuation       6.1.41-46

     horizontal cylinder, laboratory experiment   6.2.124-130

     MOLIKPAQ platform   4.3.183-192

     (and) moment, drift   11.3.176-183

     (and) moment, drift, on VLFS   12.2.98-104

     nonlinear, non-Gaussian analysis, offshore structure   7.3.205-211

     nonlinear irregular, TLP   5.3.166-170

     overtopping water   9.3.182-87    

     random, recent research   1.1.64-70

     structure-fluid interaction      7.3.197-204

     vertical circular cylinder   2.3.161-167

     vertical cylinder, pile group   3.3.225-230

Forced cylinder

     diffusive van der Pol oscillator, vortex shedding   5.4.256-260

     oscillations       7.4.269-276

     van der Pol oscillator, vortex shedding       5.4.251-255

Forced oscillation

     dynamics of flexible riser, validation by forced oscillation experiments   14.2.110-117

     test, roll damping of 2-D cylinders, FPSO        13.3.205-208

Forcing, resonant       7.4.262-268

Formula

     Rice   10.2.91-98

     stretching, strong and weak asymmetric wave   7.3.161-167

Fossil

     fuel boiler, on-site test   4.1.36-39

     shell, stability, experiment   5.2.134-141

     shell, stability, theory   5.1.51-57

Foundation(s)

     caisson, jacket structures   4.3.223-230

     load, ice-structure interaction during earthquakes   11.4.290-297

     offshore, electrochemical cementation of calcareous sand   15.1.71-79

     offshore, electrokinetic strengthening   10.2.137-144

     pile(s)    2.2.114-122, 9.3.226-232, 13.3.161-167, 16.1.65-72

     skirted, embedded model, electrokinetic tests   12.1.64-73

     skirted, load-carrying capacity enhancement by electrokinetics   13.3.182-189

     skirted, shallow   9.3.214-218

     suction bucket, in saturated sand; bearing capacity   15.4.300-303

     surface, frozen soil, creep damage   6.2.96-103

4000 ft, deep-ocean mining and pipe   4.4.320-330

Fourier solutions      9.3.182-187, 16.3.161-167

FPSO, see Floating-production-storage-offloading system

Fractal

dimension, wave duration/persistence statistics, recording interval        12.2.108-113

pattern, properties, fractal geometry law, sea-ice cover   13.2.128-132

pattern, properties, sea-ice floes, cracks and leads   13.1.1-3, 79

Fractography, corrosion fatigue   4.3.234-240

Fracture

     analysis, abrasion of concrete structures, crushing ice   6.2.144-151

     area, grain boundary, high-strength steel   5.1.67-71

     brittle, welded T-joints       11.2.125-132

     (and) buckle propagation in pipelines      9.1.30-38

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

     hydraulic, conductors, drilling    2.4.303-308

     ice, indentor, contact mechanics, BEM        7.1.16-21

     mechanics and size effects in weakly cemented sand   17.4.294-300

     mode, corrosion fatigue        4.3.234-240

     prediction of, in wrinkled energy pipelines subjected to cyclic deformations  17.3.205-212

     process zone   4.2.156-161

     shear, propagating in natural gas transmission pipelines, high-performance pipeline technology feature issue   14.1.60-68

     weld metal       1.3.208-211

France, deep-sea research, technology, AUV, ROV   6.4.268-274

Free-span(ning)

     sealine     1.3.183-188

     pipeline, nonlinear coupled response, impact loads        6.1.53-61

     pipelines   1.3.183-188, 2.2.157-158

Free surface

     flow, comparison of classical and simple free-surface Green functions   14.4.257-264

     flows, comparison of classical and weakly-singular representations   15.43.241-248

     flows, multigrid technique for numerical simulations of water impact phenomena   16.4.283-289

     flows, seabed response under waves with free-surface water flow, numerical investigation   17.2.97-104

     flows, wave-current interaction in shallow flows   14.2.86-88

     fluctuation, rigid vertical columns   6.1.41-46

     moving disturbance       7.4.262-268

     nonlinear, irregular waves       4.4.265-272

     nonlinear, FEM for time domain analysis of hydroelastic response of VLFS   16.3.168-174

     nonlinear flows    8.1.39-45, 8.3.173-181, 10.1.1-9, 11.3.191-193

     OWC, dynamic nonlinear response   7.2.154-159

     OWC, self-adaptive control mode   10.4.269-275

     random vortex method (FSRVM)    8.4.241-250, 10.4.241-248

     random waves        4.4.257-264

     validation of numerical code by particle method for violent free-surface problems   16.4.261-267

     wave diffraction, offshore structure   6.2.104-111

     wave-induced motions of body floating in 2-layer fluid   15.3.175-182

     waves   8.3.182-191

Free vibration analysis, offshore structures   3.3.219-224

Freedom, single degree of, analysis (SDOF), blast resistance, topside structures   7.3.212-219

Freezing

     ground, gas pipelines   3.1.56-60

     process, 3-D icing modeling   5.1.37-42

     rainstorm, extreme loads on power line   10.3.177-181

     sea and fishing port in winter, numerical calculation model   15.3.215-222

     spray, vessel icing   4.2.119-126

Frequency(ies)

     acceleration   11.2.106-112

     coupled    9.3.201-207

diffraction-radiation wave, ship advancing through regular waves in finite water depth   16.4.241-252

domain, see topic entry below

     double, wave load, compliant TLP      5.2.111-119

     irregular        8.2.110-114

     low, motion, floater      1.2.164-166

     mixed, submerged pontoon, viscous damping   5.4.241-250

     natural     8.2.148-154    

     quadratic response   1.3.235-241

     resonance, deep-ocean pipe   4.4.320-330

     response        2.3.191-197

     response function, quadratic   2.3.168-174

     time and frequency domain analysis, ALP   4.4.298-301

     waveless, development of floating body with high performance   17.1.39-46

Frequency domain

comparison of classical and simple free-surface Green functions   14.4.257-264

computation of forward-speed wave-body interactions   17.2.125-131

     forward-speed seakeeping calculations   15.3.189-197

     iterative solution   9.2.141-148

     method, 2^nd-order Stokes waves      4.2.89-96

OWC-shoreline devices   11.2.147-154

     TLP six-degree-of-freedom model       8.1.58-65

(and) time domain analysis, ALP   4.4.298-301

     wave energy absorption by pulsating submerged sphere of variable radius with swinging moored tension line  15.1.40-45