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contributor authorJ. F. Wilson
contributor authorG. Orgill
date accessioned2017-05-08T23:17:24Z
date available2017-05-08T23:17:24Z
date copyrightDecember, 1984
date issued1984
identifier issn0022-0434
identifier otherJDSMAA-26084#311_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98205
description abstractWhether in storm or normal seas, the ideal offshore cable-stayed compliant tower moves in harmony with the wind and waves. A properly tuned cable configuration is the key to controlled dynamic response. Formulated here are a nonlinear dynamic model involving wind, wave, current, tower, and cable interactions and a cable optimization algorithm. The objective function, the rms tower rotation, is minimized subject to appropriate constraints involving compatible system geometries and loads, as well as bounds on the platform level accelerations needed for human comfort. Tower motion is limited to a plane.
publisherThe American Society of Mechanical Engineers (ASME)
titleOptimal Cable Configurations for Passive Dynamic Control of Compliant Towers
typeJournal Paper
journal volume106
journal issue4
journal titleJournal of Dynamic Systems, Measurement, and Control
identifier doi10.1115/1.3140691
journal fristpage311
journal lastpage318
identifier eissn1528-9028
treeJournal of Dynamic Systems, Measurement, and Control:;1984:;volume( 106 ):;issue: 004
contenttypeFulltext


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