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。
Based on the linearization method presented by authors, the force spectrum on horizontal cylinder by diagonal wave and current is established.
本文根据作者提出的线性化方法，对于斜向波浪和水流作用下水平杆件上的拖曳力做了线性化。
In assigning the port hydraulic structure, the most dangerous wave to act on breakwater is not all forward wave and it is more practical to consider the action of the diagonal wave.
在港口水工建筑物布置中，最危险的波浪并不都是正向作用于防波堤的，考虑斜向波的作用更符合实际。
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