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Keywords: horizontal wave force
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Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-138
... boundary element method nonlinear phenomenon horizontal wave force ABSTRACT A fully nonlinear method base on potential flow theory is proposed to simulate nonlinear interaction between incident waves and semi-submersible. In the boundary element method (BEM), auxiliary functions are introduced...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-313
... forces on the pier group foundation and the attenuation effect of the cap pier on the horizontal wave force on the pile group, and the horizontal wave force on each single pile in the pile group is obviously different. The results can provide a reference for the simplified calculation of wave forces...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-167
..., analytical solutions are sought for the established boundary value problem. The reflection and transmission coefficients as well as the horizontal wave forces acting on the plates are obtained for various parameters, including the location and the vertical elevation of the step, and the width between the two...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-376
... on the fluid resonance in the narrow gaps between two and three rectangular boxes were carried out by Saitoh et al. (2006) and Iwata et al. (2007), respectively. wave frequency resonant frequency vertical degree equation reservoir simulation narrow gap freedom resonance horizontal wave force...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-813
... of water levels and tsunami wave forces. The water levels and the wave forces were obtained by the wave gauge at the side of the wind turbine foundation and by the load cell, respectively (shown in Fig. 11). Fig. 13 shows plots of tsunami wave heights vs horizontal wave forces. When a fission occurs...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-326
... caisson caisson body antifer block apc antifer layer breakwater shimosako takahashi horizontal displacement horizontal wave force time series Stability and Energy Dissipation of an Antifer Layer Protected Caisson V. S. Ozgur Kirca1, M.Sedat Kabdasli1, Dursun Z. Seker2 and Murat Celikoyan2...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-147
.... bottom-mounted cylinder truncated cylinder free surface hybrid-cfd scheme horizontal wave force hybrid scheme wave exciting force cylindrical body experiment reservoir simulation upstream oil & gas calculation cylinder numerical simulation potential-based solution hybrid cfd scheme...
Proceedings Papers

Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-127
.... In those areas, a curtain-walled breakwater has been adopted as a possible structure for simplicity. However, the draft depth of a curtain-walled breakwater must be nearly equal to the water depth for reducing comparatively long waves, like swells. Horizontal wave forces on such a curtainwalled breakwater...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-314
... curtain wall displacement super structure horizontal wave force wave region experimentally wave force WAVE FORCES ON A GRAVITY-TYPE CURTAIN-WALLED BREAKWATER AND THE STABILITY AGAINST WAVES Takayuki NAKAMURA Department of Civil and Environmental Engineering, Ehime University Matsuyama City...
Proceedings Papers

Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-306
... is 11.25m. The top width of the two foundations is 34m, the width in front of caisson is 8m and their slope is 1:2. reflection coefficient diagonal wave force wave force machine learning normal incident wave vertical wave force vertical wall horizontal wave force laboratory study...
Proceedings Papers

Paper presented at the The Eighth International Offshore and Polar Engineering Conference, May 24–29, 1998
Paper Number: ISOPE-I-98-019
... A performance simulation model has been suggested for reciprocating wave-energy pumps with inclinable cylinder planned to operate nearshore. The motion direction of the float and piston was inclined from the plumb line in order to utilize the horizontal wave force in addition to the vertical...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-285
... problem proceedings vertical cylinder wave force boundary value problem wave load equation second-order effect horizontal wave force numerical result second-order wave load computation rectangular cylinder free surface nonlinear effect integration radiated wave potential Proceedings...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-248
...". This situation may be partly responsible for the lack of adequate analytical procedures. horizontal cylinder wave force point vortex wave field circulation strength flow separation upstream oil & gas coefficient vortex pattern horizontal wave force vortex flow pattern curtain-walled...
Proceedings Papers

Paper presented at the The First International Offshore and Polar Engineering Conference, August 11–16, 1991
Paper Number: ISOPE-I-91-168
.... The bottom and free surface boundaries are shown to affect significantly the vertical wave force acting on the sphere. On the other hand, the boundary proximities affect little the horizontal wave force. The lift force caused by the asymmetric pressure distribution and the flow separation dominate over...

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