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Impact of global warming on coastal structures and adaptation strategy |
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3 | (17) |
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Energy from wind and ocean-markets and technologies |
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20 | (5) |
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Theseus-Coastal Risks in a Changing Climate |
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Innovative technologies for safer European coasts in a changing climate |
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25 | (11) |
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Coastal risk assessment in a time-varying climate |
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36 | (12) |
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Combination of submerged structures and floating breakwater for coastal protection |
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48 | (11) |
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Modeling coastal flood vulnerability at Cesenatico, Northern Adriatic Sea, Italy |
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59 | (12) |
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Maintenance of beach and dune for coastal flooding reduction |
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71 | (12) |
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Wave dragon wave energy converters used as coastal protection |
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83 | (12) |
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An experimental evaluation of wave energy dissipation due to submerged structures |
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95 | (14) |
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Coastal structures and sea level rise: an optimized adaptive management approach |
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109 | (11) |
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Assessments of early adaptations due to sea-level rises and storm surges in Asian and Oceanic coastal zones |
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120 | (10) |
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Sea level rise and the increase in rubble mound breakwater damage |
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130 | (11) |
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Effect of sea level rise and increase in typhoon intensity on coastal structures in Tokyo Bay |
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141 | (14) |
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Wave Overtopping Simulator |
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Design and operation of the US wave overtopping simulator |
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155 | (12) |
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Testing levee slope resiliency at the new Colorado State |
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University wave overtopping test facility |
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167 | (12) |
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Destructive wave overtopping tests on Flemish dikes |
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179 | (12) |
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Wave overtopping resistance of grassed dike slopes in Vietnam |
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191 | (12) |
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Method to quantify the notional permeability |
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203 | (12) |
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Empirical formula for wave overtopping on vertical structures: difference on wave spectrum and effects of wave period |
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215 | (9) |
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Multiphase flow simulation of dynamic behavior of floating panel for wave overtopping reduction under regular wave action |
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224 | (15) |
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Coastal Structure Project |
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Development of new type structures in major coastal projects of Japan |
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239 | (12) |
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The construction of an open-sea port in the Mediterranean Sea under adverse conditions: the Eitan Terminarl, Port of Ashdod, Israel |
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251 | (14) |
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Large eddy simulation for settling block using Euler-Lagrange coupling approach |
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265 | (12) |
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The immersed body method combined with mesh adaptively for fluid-solid coupling |
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277 | (7) |
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Simulation of flip-through wave impact by CMPS method with SPS-turbulence model |
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284 | (12) |
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Surface water waves induced hydrodynamics around breakwater heads: 3D Navier stokes approach |
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296 | (12) |
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Numerical simulation on moored floating body in wave by improved MPS method |
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308 | (10) |
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Modeling breakwater armour layers and the dynamic response of armour units |
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318 | (15) |
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Development of wave energy utilization in Japan |
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333 | (12) |
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Oscillating water column wave energy converters at the coast: a review and forward look |
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345 | (12) |
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Hydrodynamic stability analysis of oscillating water column (OWC) wave energy caisson |
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357 | (12) |
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Low cost wave power conversion by Pendulor device utilizing existing solid walled coastal structures |
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369 | (12) |
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Performance evaluation of a point absorber wave energy converter |
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381 | (7) |
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Statistic study on joint distribution of offshore waves and winds in Japan using NOWPHAS GPS buoy data |
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388 | (12) |
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Wind energy utilization by use of middle sized wind turbine in coastal area |
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400 | (12) |
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Study of the potential for using wind power on ships |
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412 | (11) |
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Rubble Mound and Berm Breakwaters |
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Stability of rubble mound breakwaters with a berm: the upper slope |
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423 | (12) |
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Front slope stability of the Icelandic-type berm breakwater |
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435 | (14) |
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Three-dimensional hydro elastic physical model of neutrally buoyant sector gates in the New Orleans storm surge barrier |
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449 | (12) |
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Hydraulic boundary conditions and the development of structure geometry for the inner harbor navigation canal surge barrier project, New Orleans, Louisiana, USA |
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461 | (10) |
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Field experimental project of flap-gate breakwater for tsunami and storm surge protection |
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471 | (12) |
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Research and development of flap-gate breakwater for wave protection |
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483 | (14) |
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Wave-Structure Interaction |
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Experimental study on damage to wave splash barrier for a coastal road |
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497 | (10) |
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Study on wave transmission through bridge piers |
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507 | (12) |
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Study of new-type long-period wave absorber utilizing wave non-linearity |
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519 | (14) |
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Impact forces on a vertical pile from plunging breaking waves |
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533 | (12) |
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Forces and subpressures on non-overtoppable vertical breakwaters |
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545 | (11) |
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Wave loads on a multi-purpose platform in Vado Ligure (Italy) |
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556 | (12) |
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Hydrodynamic loading of wave return walls on top of seaside promenades |
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568 | (11) |
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Wave Runup and Overtopping |
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Runup formulation for seawalls near shoreline |
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579 | (9) |
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A method for determination of run-up front velocities on dikes in oblique and short-crested waves |
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588 | (11) |
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Laboratory investigation of breakwater crown walls comprised of permeable rock cages |
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599 | (14) |
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Rubble Mound Breakwater and Wave Transmission |
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Analysis and design of refurbishment for unusual damage to a rubble mound breakwater |
|
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613 | (11) |
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A study of group wave effects on internal water level variation in permeable breakwater |
|
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624 | (10) |
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Further developments in a new formulation of wave transmission |
|
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634 | (15) |
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Probabilistic Design and Life Cycle Evaluation |
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|
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CS sim: breakwater-harbor time-dependent life-cycle analysis software |
|
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649 | (10) |
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Optimum design for breakwaters covered with wave dissipating blocks by minimum life cycle cost |
|
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659 | (8) |
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Rationalization of safety factors for breakwater design in hurricane-prone areas |
|
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667 | (12) |
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Forecasting of damage level of maritime structures caused by typhoons based on improved EWE method |
|
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679 | (12) |
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|
Wave and Vertical Breakwater Interaction |
|
|
|
Stokes second-order wave interaction with vertical slotted wall breakwater |
|
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691 | (13) |
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Wave loading, overtopping and transmission of low crest caisson breakwaters |
|
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704 | (12) |
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Interaction of solitary wave and a bottom-mounted barrier: experiment and RANS modeling |
|
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716 | (12) |
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On mechanics of short-crested nonlinear sea wave groups interacting with an upright breakwater |
|
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728 | (15) |
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Armor unit placement, randomness and porosity of cube and cubipod armor layers |
|
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743 | (12) |
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Development of a nursery block for snow crabs ensuring stable behavior during free drop in water |
|
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755 | (12) |
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Imaging technique to measure deformations of wave-dissipating structures |
|
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767 | (10) |
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Effects of wave steepness and wave breaking on stability of wave dissipating blocks |
|
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777 | (12) |
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Design and verification of high stability wave dissipating block |
|
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789 | (11) |
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Stability of block revetments on low crested breakwaters |
|
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800 | (12) |
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Damage evaluation using the damage depth |
|
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812 | (12) |
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Statistical characteristics of deformation quantity of rubble mound seawall |
|
|
824 | (10) |
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Evaluation of the critical condition on armor block stability for submerged breakwaters |
|
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834 | (15) |
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A numerical investigation of the influence of friction and vibration on laboratory scale armour unit layers |
|
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849 | (12) |
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Refined wave impact pressure calculations by an enhanced particle method |
|
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861 | (12) |
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Computer simulation of Yeong-il man new harbor for harbor resonance |
|
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873 | (5) |
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Modeling beach topography evolution due to waves and currents in the vicinity of coastal structures |
|
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878 | (11) |
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Numerical study on typhoon wave-induced damages on a breakwater |
|
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889 | (14) |
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Numerical Wave-Structure Interaction |
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|
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Effect of mooring angle on the interactions between waves and floating breakwater |
|
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903 | (10) |
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Interaction of surface and internal waves with very large floating structures |
|
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913 | (10) |
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Experimental and numerical study on cross-shore volume flux over a submerged breakwater |
|
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923 | (14) |
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Wave-Seabed-Structure Interaction |
|
|
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Dynamic response of PBA revetments and subsoil to wave loads |
|
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937 | (12) |
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Numerical simulation on local scouring around bottom-mounted movable short cylinder |
|
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949 | (12) |
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Temporal and spatial responses between caisson type breakwater and seabed caused by wave-induced liquefaction |
|
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961 | (11) |
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Hydro-geotechnical stability of rubble mound breakwaters under wave action |
|
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972 | (13) |
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Characteristics of turbidity dispersion due to disposal of dredged sediments into the bottom of stratified water column |
|
|
985 | (7) |
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Ecological modeling of emergent vegetation for sustaining wetlands in high wave energy coastal environments |
|
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992 | (10) |
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Coastal habitat restoration using detached breakwaters as refuge |
|
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1002 | (11) |
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Disaster by high waves on the coast of Nyuzen fishing port, in February, 2008 |
|
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1013 | (12) |
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High waves disaster of fishing ports in Sado Island on February, 2008 |
|
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1025 | (14) |
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Design Wave and Storm Surge |
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A case study regarding the relationship between wave period and wave height in the Caspian Sea, the Persian Gulf and the Gulf of Oman |
|
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1039 | (6) |
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Storm surge mapping in the Caribbean - a call for regional guidelines |
|
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1045 | (14) |
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Diffractive uncertainty toward the future estimation of return wave height |
|
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1059 | (10) |
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A caution against use of annual maximum data for design wave selection |
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1069 | (14) |
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Geotextile and Concrete Mattress |
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Large-scale physical model tests on sand-filled geotextile tubes and containers under wave attack |
|
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1083 | (12) |
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Geotextile tube used for PEMEX marine facilities protection |
|
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1095 | (9) |
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Field and laboratory studies for constructing geotextile structure on high-energy Japanese beaches |
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1104 | (12) |
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Articulated concrete mattress for submarine pipeline protection: evaluation of the wave-induced forces and stability analysis |
|
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1116 | (13) |
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Construction and Rehabilitation |
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|
|
Breakwater construction under severe wave attack |
|
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1129 | (11) |
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Resistance of aged asphaltic concrete to wave attack |
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1140 | (12) |
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Rehabilitation of a concrete dry-dock |
|
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1152 | (13) |
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Reengineering of the south coast of Barbados for social enhancement / coastal zoning and vulnerability assessment. Application to the south and west coast of Barbados, W. I. |
|
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1165 | (12) |
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Advanced marine works for deepwater immersed tunnel in the Bosphorus strait |
|
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1177 | (12) |
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Basic design of a fish-tail like marine structure for flares of a LNG plant |
|
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1189 | (11) |
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Detail conformal study on basin, turning circle and navigation channel LNG and LPG carriers in berthing zone of Iran LNG national project and its calibration with Japanese standards |
|
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1200 | (10) |
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Modeling and design of a porous dike cooling water intake structure |
|
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1210 | (12) |
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A newly developed resonator to attenuate very long waves |
|
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1222 | (15) |
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Large-scale wave basin experiments on the influence of large obstacles on tsunami inundation forces |
|
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1237 | (12) |
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|
Experimental study of structures impacted by simulated tsunami bore |
|
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1249 | (14) |
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|
Tsunami Prevention Measures |
|
|
|
Development of vertically telescopic breakwater and its practical application |
|
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1263 | (13) |
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Experimental research on detached breakwaters' effect on tsunami disaster mitigation |
|
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1276 | (11) |
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|
Coastal trees as a tsunami barrier structure - their morphology and hydraulic resistance - |
|
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1287 | (12) |
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|
Characteristics of wave pressure and fluid force acting on bridge beam by tsunami |
|
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1299 | (14) |
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|
Tsunami Simulation and Observation |
|
|
|
Wave behavior in Tokyo Bay caused by a tsunami or long-period ground motions |
|
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1313 | (12) |
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|
Field survey and analysis of tsunami disaster in the Samoan Islands 2009 |
|
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1325 | (12) |
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|
Complex hydrodynamics of local tsunamis in Chile |
|
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1337 | (12) |
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|
Cross-shore profile response to storm waves: Slapton Sands beach, UK |
|
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1349 | (11) |
|
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|
Discussion of overwash prevention construction on the northern part of Sendai coast |
|
|
1360 | (10) |
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|
Impacts of coastal protection structures around Rosetta promontory on large scale morphology change of the Nile River Delta |
|
|
1370 | (15) |
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|
Erosion and Sediment Transport |
|
|
|
Dike erosion strength after initial damage - large scale model testing |
|
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1385 | (12) |
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|
Modeling regional sediment transport and tidal inlet development |
|
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1397 | (11) |
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|
The effect of Sendai port breakwater to sediment movement on its vicinity |
|
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1408 | (13) |
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|
Two-dimensional numerical analysis of wave-induced instability of artificial shallow composed of dredged soil |
|
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1421 | (12) |
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|
Optimum partial factors for reliability based design of slip circle analysis of gravity type quay walls |
|
|
1433 | (8) |
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|
Reliability based approach to marine geotechnical (soil consolidation) system |
|
|
1441 | (12) |
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|
|
Effect of permeability on liquefaction-induced lateral flow in shaking table tests |
|
|
1453 | (14) |
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|
The attractive port facilities of the Seto Inland Sea |
|
|
1467 | (2) |
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|
|
Oi container wharf redevelopment project |
|
|
1469 | (2) |
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|
The storm surge protection breakwater in the port of Nagoya |
|
|
1471 | (7) |
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A study on eco-friendly breakwater in Okinawa |
|
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1478 | (2) |
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Construction and field observation of high mound composite seawall at Mori port |
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1480 | (2) |
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1482 | (2) |
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|
New runway project of Haneda airport |
|
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1484 | (2) |
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|
A Study on tsunami propagation modeling for southern coastal areas of Sri Lanka |
|
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1486 | (2) |
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|
Kansai international airport project |
|
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1488 | (2) |
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|
Advanced development of container terminals at the port of Yokohama |
|
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1490 | (2) |
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Storm surge protection in Mabori beach of Yokosuka harbor City of Yokosuka, Ministry of Land, Infrastructure, Transport and Tourism Kanto Regional Development Bureau, Keihin Port Office |
|
|
1492 | (3) |
|
First project of immense reclamation in Tokyo bay, Japan |
|
|
1495 | (7) |
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The world's deepest breakwater, Kamaishi-port tsunami protection breakwater |
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1502 | (2) |
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Advanced technology for Akashi-kaikyo Bridge |
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1504 | (12) |
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1516 | (2) |
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Offshore expansion project of Haneda airport |
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1518 | (2) |
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Artificial tidal flat project at port of Onomichi-itozaki |
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1520 | (2) |
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Automatic mooring and discharge system of the Kaisho-Maru, a trailing suction hopper dredger combined oil recovery vessel |
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1522 | (3) |
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Guide to the Tokyo wan aqua-line East Nippon Expressway Company Limited |
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1525 | (2) |
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Beach erosion control on Niigata west coast |
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1527 | |
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