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Theoretical and experimental investigation of a vertical wall response to wave impact

✍ Scribed by A.K. Tanrikulu; M.S. Kırkgöz; C. Dündar

Publisher
Elsevier Science
Year
2002
Tongue
English
Weight
225 KB
Volume
29
Category
Article
ISSN
0029-8018

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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