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。
The free surface flow of a solitary wave overtopping an erect breakwater was simulated using turbulent model and the VOF method.
应用湍流数学模型和流体体积法模拟孤立波翻越防波堤的流动和自由表面变化。
Mathematical model of wave interaction with floating breakwater was built and velocity potentials are calculated.
建立了浮堤与波浪相互作用的数学模型，求解各部分流域速度势。
After analysing seabed response in front of vertical breakwater with the model, it is found that the liquefaction area is fixed and methods to prevent seabed from liquefaction are proposed.
利用所建立的模型分析了直立堤前的海床响应，计算结果表明直立堤前的液化区域是固定的，在此基础上提出了防止液化的方法。
The freak wave is simulated to investigate seabed response with or without presence of vertical breakwater by the coupled model of numerical wave tank and seabed response.
为了研究极端海况下的海床响应，在数值波浪水槽中模拟了畸形波的传播并通过波浪场和海床耦合模型计算了畸形波作用下有、无直立堤时的海床响应。
The design standard for the breakwater of "Nuclear Power Plant", the structural selection, the optimization of the scheme and the anti-seismic model test results are mainly introduced in this paper.
介绍核电工程防波堤的设计标准、结构选型、方案优化和有关波浪、抗震模型试验研究成果等。
Laboratory physical model tests were performed to study the performances of the motion characteristics and the mooring forces of pontoon floating breakwater models.
实验结果表明浮箱的相对板宽和锚链刚度是影响模型运动和锚链力的重要因素。
This paper presents a numerical model for simulating nonlinear wave interaction with submerged porous breakwater.
为进一步验证数值模型的适用性，模拟了淹没潜堤上的传播变形。
This paper presents a numerical model for simulating nonlinear wave interaction with submerged porous breakwater.
为进一步验证数值模型的适用性，模拟了淹没潜堤上的传播变形。
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