On Wind-Induced Vibration Respons of Tall Building with Wind-Structure Interaction

Abstract:

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In order to reveal the structural dynamic characteristics in natural wind, multi-dimensional random wind load of tall building is simulated by using harmonic wave superposition method. Then the coupling dynamical equations of structural system are solved by using Wilson- integration method considering the coupling effect of wind-induced interaction. Based on the analysis, it is clear that the coupling of wind-structure is equivalent to the damping effect and the dynamic response of the structure has decreased, when taking the wind-structure interaction.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

4385-4388

DOI:

10.4028/www.scientific.net/AMR.163-167.4385

Citation:

W. B. Bao et al., "On Wind-Induced Vibration Respons of Tall Building with Wind-Structure Interaction", Advanced Materials Research, Vols. 163-167, pp. 4385-4388, 2011

Online since:

December 2010

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Price:

$35.00

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