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1)  vertical seawall
直立式海堤
2)  island breakwater
岛式直立堤
3)  vertical breakwater
直立式防波堤
1.
Reliability of vertical breakwaters with correlated load variables;
荷载变量相关下直立式防波堤的可靠度
2.
Based on the risk assessment theory,analyzing the shortcoming of the former design method,risk assessment method is introduced into breakwater engineering,risk assessment model for the vertical breakwater is presented.
基于风险评估的基本理论 ,在分析原有设计方法的基础上 ,将风险评估理论引入到防波堤工程上来 ,给出了直立式防波堤工程的风险评估模型。
3.
In combination with the computation model of wave, rubble bed breakwater and seabed dynamic interaction, the stability problem of vertical breakwater under nonlinear wave, such as waves transmitted through the porous media to the onshore side, and influences of small movement of breakwater structure on the wave field, etc.
结合波浪、抛石基床防波堤和海床之间相互动力作用计算模型 ,分析讨论了由于抛石基床与海底渗透形成的港内波浪、防波堤结构微动对波浪场的影响等有关非线性波作用下直立式防波堤的稳定性问题。
4)  vertical breakwaters
直立式防波堤
1.
According to the reliability theory of engineering structures, the present paper describes the method for determining the partial coefficients of the resistance forces and the applied loads of the vertical breakwaters during their design lifetime on the basis of reliabilty analyses of the breakwaters.
根据工程结构可靠度理论,在防波堤可靠度分析的基础上,论述直立式防波堤在设计基准期内抗力和荷载分项系数的确定方法,给出分项系数表达式,并综合实际工程以及典型直立堤的计算结果,初步推荐其抗力及荷载的分项系数值。
5)  composite breakwater
半直立式防波堤
6)  vertical wall
直立堤
1.
Mean wave overtopping discharge on vertical walls under oblique and multidirectional irregular waves;
斜向和多向不规则波对直立堤平均越浪量研究
2.
Focusing on these methods, this paper introduces the research progress in irregular wave forces on the vertical wall.
综述了直立堤不规则被波浪力的研究方法,并围绕这些方法介绍了不规则波作用下直立堤上波浪力的研究进展。
补充资料:堤堤
1.鸟群飞貌。
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