从而使那些形状复杂、单元形状类型较多的近岸建筑物上波浪力计算的繁度得到简化。
The calculation then is simplified of the wave forces acting on the offshore structures with complex forms and multi-kind elements.
重点介绍陆丰海上开敞式码头结构设计中的波浪力计算、结构整体稳定及物理模型试验成果。
The wave force calculation in structural design of Lufeng Open Sea Terminal, the overall stability of structures, as well as the result of physical model test are introduced.
在对模型试验数据的分析基础上，给出了上述三个简易计算公式中的系数，从而得到极端波浪作用下的波浪力计算表达式。
The coefficients of the equations are then obtained after the analysis of the model test data. Thus, the equations for extreme wave load are finally gotten.
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