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contributor authorMichael Isaacson
contributor authorKesavan Subbiah
date accessioned2017-05-08T21:09:28Z
date available2017-05-08T21:09:28Z
date copyrightNovember 1990
date issued1990
identifier other%28asce%290733-950x%281990%29116%3A6%28742%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40844
description abstractThis paper describes random wave forces acting on a fixed, slender, horizontal circular cylinder in the vicinity of the free surface, taking account of the intermittency of submergence and wave slamming. Expressions are derived for the probability density and the mean of the force maxima, and the calculation of the expected value of the single largest force maximum occurring within a given duration is also described. These various predictions are based on the assumptions of linear wave theory and a narrow‐band wave spectrum. Depending on the elevation of the cylinder and the wave height, the force maxima in individual waves may be associated with either inertia, combined drag‐inertia during complete submergence, the instant of complete submergence, partial submergence, or slamming. The probability density of force maxima incorporates force ranges within which the maxima are associated with one or other of these effects. Numerical results relating to these statistical properties are presented, and the effects of intermittent submergence and wave slamming are discussed.
publisherAmerican Society of Civil Engineers
titleRandom Wave Slamming on Cylinders
typeJournal Paper
journal volume116
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1990)116:6(742)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 006
contenttypeFulltext


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