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contributor authorAnthony N. Williams
date accessioned2017-05-08T21:08:56Z
date available2017-05-08T21:08:56Z
date copyrightSeptember 1985
date issued1985
identifier other%28asce%290733-950x%281985%29111%3A5%28910%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40485
description abstractThe integral equation method is utilized to calculate the wave‐induced loading on a surface‐piercing cylinder of circular cross‐section inclined at an arbitrary angle to the sea bed. Numerical values of the various force and moment components are presented for a range of wave and cylinder parameters. The computed estimates of the force coefficients show good agreement in the inertial limit with published experimental results. In addition, the estimates confirm that the inertia force on an inclined cylinder may be severely underestimated by using the vectorial form of the Morison equation with a mass coefficient appropriate to the corresponding vertical cylinder case.
publisherAmerican Society of Civil Engineers
titleWave Forces on Inclined Circular Cylinder
typeJournal Paper
journal volume111
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1985)111:5(910)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 005
contenttypeFulltext


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