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contributor authorJ. P. Conte
contributor authorP. W. Marshall
date accessioned2017-05-08T23:45:15Z
date available2017-05-08T23:45:15Z
date copyrightAugust, 1994
date issued1994
identifier issn0892-7219
identifier otherJMOEEX-28095#122_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114185
description abstractThe Cognac field data indicate that the low-frequency force response components are not negligible and are significantly correlated to the wave envelope process. Although this is a well-known phenomenon in floating structures, it had previously not been validated from data recorded on fixed platforms. Simulation studies based on a vertical rigid cylinder subjected to Hurricane Frederic sea states show significant differences in applied low-frequency drag forces obtained using the Wheeler and Delta stretching schemes used to approximate near-surface fluid kinematics. Previous studies focusing on the peak hydrodynamic forces, as used for the design of fixed platforms, have shown a significant difference between predictions based on Wheeler and Delta stretching. The present study reveals that the Cognac field data could be used to discriminate between the Wheeler and Delta stretching schemes in terms of the low-frequency forces, which are potentially important in the design of compliant towers. However, such a discriminatory study would require detailed structural and hydrodynamic modeling of the Cognac tower.
publisherThe American Society of Mechanical Engineers (ASME)
titleLow-Frequency Forces on Tubular Spaceframe Towers: Analysis of Cognac Data
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2920140
journal fristpage122
journal lastpage126
identifier eissn1528-896X
keywordsForce
keywordsDesign
keywordsModeling
keywordsCylinders
keywordsFloating structures
keywordsSeas
keywordsFluids
keywordsDrag (Fluid dynamics)
keywordsSimulation
keywordsWaves
keywordsFluid-dynamic forces AND Kinematics
treeJournal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 003
contenttypeFulltext


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