Response of Offshore Structures to Random Wave Forcesby Anil K. Malhotra, Jr. Specialist; Univ. of California., Berkeley, CA,
Joseph Penzien, (M.ASCE), Prof. of Struct. Engrg.; Univ. of California, Berkeley, CA,
Serial Information: Journal of the Structural Division, 1970, Vol. 96, Issue 10, Pg. 2155-2173
Document Type: Journal Paper
Response of offshore structures to random wave action is presented. A theory for evaluating the response of these structures in deep water is described by the linear wave theory and the Gaussian processes. Hydrodynamic forces are computed through the Morrision-O'Brien-Britschneider formula. Some results of this application to several towers are given.
Subject Headings: Random waves | Offshore structures | Structural response | Wave forces | Gaussian process | Linear functions | Hydrodynamics | Wave action | Water management
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