Many offshore and harbour structures may be considered as slender cylindrical structures or are composed of cylindrical slender members. Wave forces on such slender structures are usually calculated by the Morison equation. In this paper, the special case of breaking waves acting on a slender cylin
Long-term wave-force statistics for a vertical pile
β Scribed by Geir Moe
- Book ID
- 103802518
- Publisher
- Elsevier Science
- Year
- 1978
- Tongue
- English
- Weight
- 657 KB
- Volume
- 2
- Category
- Article
- ISSN
- 0378-3839
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
A method is proposed for the long-term formulation of non-l&ear wave induced vertical bending moments. The non-linearity of the response is represented by an uncertain modelling factor that is deduced from calculations of transfer functions that account for non-linear effects in the prediction of wa
This paper deals with the extremal properties of time series of significant wave height modelled by means of extreme value techniques. The limiting joint generalized extreme value (GEV) distribution for the r largest-order statistic model is used to estimate return values of significant wave height.