Theoretical study of diagonal wave forces acting on partially perforated caisson breakwater with transverse walls;
本文研究了局部开孔沉箱结构与斜向入射波作用时的受力问题。
The calculation then is simplified of the wave forces acting on the offshore structures with complex forms and multi-kind elements.
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。
A two-dimensional numerical wave flume is established to study the breaking standing wave forces acting on a vertical-wall structure in the case of regular wave.
直墙式建筑物是港口与海岸工程中的一种常见结构形式，直墙上的破波波浪力较之立波波浪力具有更大的危害性。
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