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contributor authorWojciech Sulisz
date accessioned2017-05-08T21:09:39Z
date available2017-05-08T21:09:39Z
date copyrightMarch 1993
date issued1993
identifier other%28asce%290733-950x%281993%29119%3A2%28160%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40987
description abstractA solution to the diffraction problem for second‐order surface waves by a semisubmerged horizontal cylinder of rectangular cross section is presented. The boundary‐value problem is solved by the method of matched eigenfunction expansions. Wave loads are calculated by integrating pressures over the wetted surface of the cylinder. Horizontal and vertical forces and the moment about the heel of the cylinder are presented for four cylinder geometries. The results reveal that second‐order components may become the significant contributions to the loads in deep water and may exceed the corresponding first‐order quantities even for waves of moderate steepnesses. Theoretical results are confirmed by experimental data.
publisherAmerican Society of Civil Engineers
titleDiffraction of Second‐Order Surface Waves by Semisubmerged Horizontal Rectangular Cylinder
typeJournal Paper
journal volume119
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1993)119:2(160)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 002
contenttypeFulltext


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