摘要
本文应用积分方程和时间步进法,考虑了在以流函数理论为基础的非线性规则波作用下,方形墩柱结构上的非线性波浪力和力矩。已有的一些结果表明本文计算值与一些实测结果吻合良好。文章给出了一些可供一般工程设计参考数值计算结果和经验公式。
The integration equation and time stepping method have been applied in this paper to discuss the nonlinear wave forces and moments acting on a square cylinder subjected to nonlinear incident waves based on the strearm function theory.It is shown that the present results are in good agreement with the experimental ones Some numerical results and an emperical formula are Dresented
出处
《海洋工程》
CSCD
北大核心
1993年第1期50-58,共9页
The Ocean Engineering
