Random wave impact pressures on the underside of the wharf deck are measured in a laboratory wave channel.
本文通过物理模型试验对不同接岸型式码头上部结构的随机波浪冲击作用进行了研究。
Homogeneous, real soil material and sandy foundation soil are discussed individually, and the condition of wave impact is imitated.
探讨了均质和实际土体材料以及砂质地基时的海堤-海床动力相互作用情况，并模拟了波浪冲击荷载的作用情况。
Therefore, a new method for sounding by using pressure sensor is developed and monographical study is made on the problem of wave impact.
为此开发了利用水压传感器测深的新方法，对于所面临的波浪影响问题进行了专题研究。
A vibrating_rocking motion model of caisson breakwater under breaking wave impact is presented, which can be used to simulate its histories of vibrating_rocking motion.
文中建立了沉箱式防波堤弹性振动-摇摆运动分析模型，可对破碎冲击作用下防波堤的弹性振动-摇摆运动过程进行数值摸拟。
A vibrating_rocking motion model of caisson breakwater under breaking wave impact is presented, which can be used to simulate its histories of vibrating_rocking motion.
文中建立了沉箱式防波堤弹性振动-摇摆运动分析模型，可对破碎冲击作用下防波堤的弹性振动-摇摆运动过程进行数值摸拟。
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