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dc.contributor.authorFuat Kara
dc.date.accessioned2022-01-30T21:18:09Z
dc.date.available2022-01-30T21:18:09Z
dc.date.issued9/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29WW.1943-5460.0000588.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267965
dc.description.abstractThe applications and computational capability of the three-dimensional transient numerical panel code ITU-WAVE using potential theory approximation is further extended for the effects of the multibody interactions in arrays with linear and square arrays. The transient wave-body interactions of first-order radiation and diffraction hydrodynamic parameters are solved as the impulsive velocity potential to predict impulse response functions (IRFs) for each mode of motion. It is shown that hydrodynamic interactions are stronger when the bodies in an array system are in close proximity and these hydrodynamic interactions are reduced considerably and shifted to larger times before decaying to zero when the separation distances are increased. The numerical predictions of the radiation (added-mass and damping coefficients) and exciting (superposition of diffraction and Froude-Krylov) forces are presented on each floating body in an array system and on a single structure considering array as a single floating body. Furthermore, the numerical experiment shows the hydrodynamic interactions are more pronounced in the resonant frequency region that are of important for fluid forces over multibodies, responses, and designs of multibody floating systems. The present numerical results of ITU-WAVE are validated against analytical, other numerical, and experimental results for single body, linear arrays (two, five, and nine floating bodies), and a square array of four truncated vertical cylinders.
dc.publisherASCE
dc.titleMultibody Interactions of Floating Bodies with Time-Domain Predictions
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000588
dc.page17
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005
dc.contenttypeFulltext


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