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contributor authorSau-Lon James Hu
contributor authorPing Li
contributor authorHarold T. Vincent
contributor authorHuajun Li
date accessioned2017-05-08T22:04:06Z
date available2017-05-08T22:04:06Z
date copyrightSeptember 2011
date issued2011
identifier other%28asce%29ww%2E1943-5460%2E0000136.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70367
description abstractAn accurate estimation of the modal parameters of a structure, including modal frequency and damping ratio, is crucial for many practical engineering problems. This article introduces Prony’s method for identifying multiple modal parameters of a jacket-type platform from the measured free-vibration data. In contrast to the Fourier analysis for the decomposition of a periodic signal, Prony’s method involves the decomposition of a transient signal into a number of damped sinusoidal components. By using a finite-element model of a realistic offshore jacket-type platform, free-vibration data, corresponding to two different initial displacement patterns, were extracted and used in a numerical study. From the sampled response acceleration signals associated with each of the initial displacement patterns, the modal parameters of different participating modes were accurately determined. This numerical study demonstrates that the modal parameters, of at least the first nine modes of the jacket-type platform, including six translation modes and three torsion modes, can be accurately estimated by using the proposed method.
publisherAmerican Society of Civil Engineers
titleModal Parameter Estimation for Jacket-Type Platforms Using Free-Vibration Data
typeJournal Paper
journal volume137
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000089
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 005
contenttypeFulltext


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