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Keywords: wave action
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Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-446
... respectively. Analyzing interaction between breakwater and solitary waves and regular waves, and the mechanical characteristics and hydrodynamic characteristics of breakwater under different wave action are obtained. The test results show that under the same height and width, there is little difference in wave...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-448
... et al.(Sakai, 2019; Sakai, 2020) crest elevation simulation experimental condition sakai construction rubble mound experimental result hydraulic model experiment numerical simulation result wave action reproduce local equivalent deformation equation Proceedings of the Thirty...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-1254
... on the sea surface. The Computational Fluid Dynamic (CFD) method is adopted to establish the three-dimensional model and the turbulence model is introduced to simulate the movement and the hydrodynamic performance of the containment boom under the wave action. The extreme irregular wave are adopted...
Proceedings Papers

Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-1308
... formula, the results are often deviated greatly, and even there are some cases where the formula limit conditions are not applicable. artificial island phase difference bridge deck junction test result wave action thickness measuring point coefficient bridge lateral force wave height...
Proceedings Papers

Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-3165
... marine transportation simulation hull hydrodynamic force artificial intelligence repulsion force shallow water sway force prediction freight & logistics services wave action ship rh 0 sway force distribution bank 0 bank effect container ship calculation water depth suction...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-301
... are generally embedded in rubber joint plates. In contrast, PVC has a single material structure. Although Japanese technical standard specified standard values as shown in Table 1 and 2, wave action and installation condition has not been considered. The lack of such a design method causes insufficient strength...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-106
... that the most of exist model tests assumed that the cyclic point load could represent the wave load (a distributed load), and the responses of monopiles under real wave actions was relatively less in prior literature. experiment displacement displacement response lateral load test 1 soil trench...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-207
... quantitatively under wave actions of various wave periods and wave heights. The motion of the pontoon and tunnel are compared with negative buoyancy η=0.0% and 1.5%. For η=0.0%, the maximum downward displacement of the tunnel is significantly larger than that of the pontoon, while after ballasting their upward...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-282
... scour theory and the importance of this theory in ocean engineering, scholars in different countries have carried out a series of studies on pipeline scour and force situation. Sumer & Fredsøe (1990, 1991) made an experimental study on submarine pipeline scour under wave action and analyzed...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-341
... dynamic response equation element local coordinate system global coordinate system wave action local coordinate system wind force dynamic analysis wind load artificial intelligence engineering bridge tower potential flow theory displacement wave force coordinate system frequency...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-456
... coastal engineering breakwater wave action block weight Physical Model Test on 3D Stability of Revetment and Optimization Yunpeng Jiang Ocean Hydraulic Center, Tianjin Research Institute For Water Transport Engineering. M.O.T. Tianjin, China Feng Gao Ocean Hydraulic Center, Tianjin Research...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-193
... in assessment of typhoon wave induced seabed liquefaction potential. The maximum possible liquefied depth is about 6.6m when T c =1200s in this study area, and provide the well marine geotechnical practical application for seabed stability. reservoir geomechanics wave action upstream oil & gas...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-353
... different seabed behavior under different wave actions. Further, this paper aims to acquire a better understanding of the soil failure process, which will be able to reduce the possible damage of coastal structure caused by extreme weather events. In u-w-p model, acceleration, velocity, and displacement...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-373
... Abstract By 2D and 3D wave physical model test, the stability of a berm breakwater which was built in Qingdao, China was studied. The purpose of 3D model was to study the breakwater stability under the oblique wave action. The cross-section of breakwater and plan layout which meet the design...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-026
... be checked against cable breakages and the stability of the tunnel element in the design stage, which has not been highlighted in the past literatures. negative buoyancy elimination hoist tension dynamic response wave height motion response experiment hoist rope wave action freeboard...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-501
... ABSTRACT An optimal design method is proposed to determine the optimal mass, stiffness and damping coefficients of the multiple tuned mass damper (MTMD) for vibration reduction for structure under wave action. The time domain motion equation for wave-structure-MTMD (WST) system is established...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-374
.... characteristic surf similarity parameter wave profile runup length hydraulic characteristic wave action runup wave profile engineering cable-tied block runup height incident wave reservoir characterization numerical simulation equation foreshore runup wave flow resistance installation condition...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-425
... process line ocean energy breakwater ministry wooden plank road pressure distribution wave action mechanical characteristic wave force china maximum horizontal total force horizontal total force foundation water level extreme high water level longitudinal beam Experimental Study...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-261
... of the slow drift and wave actions can lead to irregular trench profiles and subsequently different ultimate fatigue damage. Bridge and Howells (2007) recommend a ladle shape trench profile beneath the riser based on the survey conducted under CARISIMA project but trench profile approximation can come...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-221
... in Fig.1. As there might be artificial beach erosion due to wave actions with tide after the project, it is necessary to carry out a physical model test to investigate the sediment motion under the action of waves. For the physical model test we introduced a 2D flume with two different sand sources based...

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