期刊论文详细信息
| Proceedings of the International Conference on Coastal Engineering | |
| A NUMERICAL METHOD OF SOLITARY WAVE FORCES ACTING ON A LARGE VERTICAL CYLINDER | |
| Takumi Ohyama1  | |
| [1] Institute of Technology, SHIMIZU CORPORATION | |
| 关键词: numerical method; solitary wave; wave force; vertical cylincer; | |
| DOI : 10.9753/icce.v22.%p | |
| 学科分类:建筑学 | |
| 来源: Coastal Engineering Research Council | |
PDF
|
|
【 摘 要 】
Solitary wave forces acting on a large vertical cylinder are calculated using a timestepping method which improves upon the conventional boundary element approaches. The effect of this improvement on the numerical solution is a more realistic solitary wave profile. Nonlinear effects on the solitary wave forces are investigated by comparing the numerical results with the first approximations given by Isaacson. The first approximation for overturning moment is underestimated remarkably when the incident wave height is relatively high.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201912020440336ZK.pdf | 206KB |
PDF