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contributor authorJ. M. Niedzwecki
contributor authorH. V. Leder
date accessioned2017-05-08T21:09:33Z
date available2017-05-08T21:09:33Z
date copyrightNovember 1991
date issued1991
identifier other%28asce%290733-950x%281991%29117%3A6%28642%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40910
description abstractThis article explores the issue of drag-force approximation through the examination of dimensionless spectral wave-force ratios. These dimensionless ratios were developed in an attempt to clarify when third-order approximations to the spectral drag force could be expected to significantly contribute to the predicted wave force. They represent ratios of the spectral wave force per unit length for rigid cylindrical elements. It was found that for low period values, those around the natural period of fixed offshore platforms, the magnitude of the third-order correction to the drag-force spectrum can be a significant percent of the first-order approximation. At higher periods, those in the range of deepwater or compliant platforms, the drag force dominates the total wave force and the magnitude of the third-order force contribution is significant. This finding is consistent with studies addressing the analysis of offshore platforms presented in the current open literature. Finally, changing the Keulegan-Carpenter number strongly influences the magnitude and the location of the low-period peak associated with the third-order drag-force term. Thus, for high
publisherAmerican Society of Civil Engineers
titleImpact of Drag‐Force Approximations on Spectral Wave‐Force Predictions
typeJournal Paper
journal volume117
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1991)117:6(642)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 006
contenttypeFulltext


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