The probability distribution of irregular wave force has been disquisitive emphasis by reliability design and optimize design used in maritime structures.
随着以概率论为基础的可靠度设计和优化分析在海岸工程结构中的应用，不规则波浪力的概率分布成为研究重点。
The irregular distribution of the wave load along the erect riser makes the computation of equivalent wave nodal force difficult when applying Finite Element Method to analyze risers strength.
波浪荷载沿垂直立管的分布是不规则的，这对工程中用有限元法分析立管强度进行等效波浪结点力的计算带来困难。
The method for determining the modification coefficient of wave force in overtopping under irregular wave action was also discus- sed. Some of the calculation results were verified dy the experiments.
文中还对不规则波情况下越浪修正系数的形式进行了探讨，并对部分计算结果进行了实验验证。
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