Paper Title:
On Wind-Induced Vibration Respons of Tall Building with Wind-Structure Interaction
  Abstract

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, Y. Cui, Y. Y. Hu, "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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