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dc.contributor.authorBang-Fuh Chen
dc.date.accessioned2017-05-08T22:38:18Z
dc.date.available2017-05-08T22:38:18Z
dc.date.copyrightMay 1997
dc.date.issued1997
dc.identifier.other%28asce%290733-9399%281997%29123%3A5%28458%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/84597
dc.description.abstractA finite-difference scheme was developed to solve nonlinear hydrodynamic pressures acting on a rigid vertical offshore cylinder during earthquakes. A complete three-dimensional (3D) analysis was conducted; not only were the three-dimensional equations of motion used, but the simultaneous action of three components of ground acceleration was also included in the analysis. The influence of the size factor [(defined as 2
dc.publisherAmerican Society of Civil Engineers
dc.title3D Nonlinear Hydrodynamic Analysis of Vertical Cylinder during Earthquakes. I: Rigid Motion
dc.typeJournal Paper
dc.journal.volume123
dc.journal.issue5
dc.journal.titleJournal of Engineering Mechanics
dc.identifier.doi10.1061/(ASCE)0733-9399(1997)123:5(458)
dc.treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
dc.contenttypeFulltext


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