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contributor authorXiling Che
contributor authorH. Ronald Riggs
contributor authorR. Cengiz Ertekin
date accessioned2017-05-08T22:37:19Z
date available2017-05-08T22:37:19Z
date copyrightJuly 1994
date issued1994
identifier other%28asce%290733-9399%281994%29120%3A7%281499%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84089
description abstractA new approach to the analysis of the wave‐induced, hydroelastic response of floating, slender structures is developed that combines a three‐dimensional structural model with fluid forces from two‐dimensional potential theory (strip theory). Because a three‐dimensional finite‐element model of the structure is used, the method allows direct computation of three‐dimensional structural response, such as individual member forces and stresses. However, because a two‐dimensional fluid model is used, the large computational effort of three‐dimensional hydroelasticity (primarily a result of three‐dimensional potential theory) is avoided. The composite 2D/3D method is verified by satisfactory agreement with results from full three‐dimensional hydroelasticity for a SWATH (small water‐plane area twin‐hull) ship. The results indicate that the method may be useful in design of large, slender structures, such as ships, because the computational effort is significantly less than required in 3D hydroelasticity.
publisherAmerican Society of Civil Engineers
titleComposite 2D/3D Hydroelastic‐Analysis Method for Floating Structures
typeJournal Paper
journal volume120
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1994)120:7(1499)
treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 007
contenttypeFulltext


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