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 probability distribution of irregular wave force has been disquisitive emphasis by reliability design and optimize design used in maritime structures.
结果表明在不规则波作用下，斜坡坡度对直墙上波浪压强（力）的影响有平均化的趋势。
The results show that under irregular wave action, the influence of slope on wave forces on a vertical wall have average tendency.
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 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.
在规则波试验的基础上，本文进行了不同坡度的不规则波模型试验，并给出了不同斜坡直墙波浪力之间的转换关系。
On such a basis, irregular wave model tests under different slopes are also carried out, and a conversion relation between wave forces on a vertical wall of different slopes.
本文在物理模型试验的基础上，系统研究了斜向和多向不规则波波浪力的概率分布和频域特性。
In this paper, the probability distribution and spectrum characteristic of obliquity and multi-directionality wave forces are studied systemically by a 3-D hydraulic model test.
本文在物理模型试验的基础上，系统研究了斜向和多向不规则波波浪力的概率分布和频域特性。
In this paper, the probability distribution and spectrum characteristic of obliquity and multi-directionality wave forces are studied systemically by a 3-D hydraulic model test.
应用推荐