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contributor authorLe‐Chung Shiau
date accessioned2017-05-08T22:27:47Z
date available2017-05-08T22:27:47Z
date copyrightSeptember 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A9%282089%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81019
description abstractThis paper presents a simple mathematical model that can be used to predict the vortex‐excited resonant response of two flexible cylindrical structures in line with the wind direction. A modified van der Pol equation is employed to account for the effect of fluctuating lift forces on the cylinders, and normal mode technique is used for treating the flexibility of the cylinders. The governing equations are nonlinear in nature, and the solutions of these equations are assumed to be in the form of sinusoidal functions. Results obtained are in good agreement with the experimental data.
publisherAmerican Society of Civil Engineers
titleWind‐Induced Vibration of Two Flexible Cylindrical Structures
typeJournal Paper
journal volume115
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:9(2089)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009
contenttypeFulltext


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