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
β¦ LIBER β¦
Non-procedural large-scale modelling: Theoretical and practical significanc
β Scribed by Thierry Scheurer
- Publisher
- Elsevier Science
- Year
- 1987
- Weight
- 544 KB
- Volume
- 8
- Category
- Article
- ISSN
- 0270-0255
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