WAVE FORCE ON A CURTAIN-WALL-TYPE BREAKWATER DUE TO OBLIQUELY INCIDENT WAVES

Proceedings of the International Conference on Coastal Engineering

Tetsunori Ohshimo¹  Kosuke Kondo¹  Tsunehiro Sekimoto¹ 

[1] Design and Engineering Department, Penta-Ocean Construction Co., Ltd.

关键词: obliquely incident waves;    wave force;    breakwater;    curtain wall breakwater;   

DOI  :  10.9753/icce.v21.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

Assessment of the characteristics of the wave force on the curtain-wall-type breakwater, due to obliquely incident waves, was conducted through numerical calculation, laboratory and field experiments. In the numerical calculations, the Boundary Integral Equation Method (BIEM) for obliquely incident waves was used. From the results of calculation and laboratory experiment, design graphs for estimating design wave force were established and the validity of the diagrams was verified through comparison with the results of laboratory and field experiments.

【 授权许可】

Unknown