Paper Title:
Wind-Induced Vibration Response Analysis of a High-Rise Structure
  Abstract

Autoregressive (AR) method can provide a simulation of random process with relatively short computational time and acceptable accuracy while Newmark-β Method is a quick way to accomplish the response analysis. Therefore in this paper, the combination of these two methods will solve the problem of wind-induced response analysis quickly and precisely. According to several theories, such as wind engineering, vibration theory and random process, we succeed to model 37-dimensional correlated random wind velocity and it is used for the response analysis. Then we utilize Newmark-β method to analyze successfully and the key results demonstrate that Guangzhou New TV Tower does not satisfy the requirements in the building code of China thus vibration control is needed.

  Info
Periodical
Chapter
Chapter 2: Monitoring and Control of Structures
Edited by
Xuejun Zhou
Pages
999-1002
DOI
10.4028/www.scientific.net/AMM.94-96.999
Citation
Y. J. Pan, Z. R. Lv, J. K. Liu, "Wind-Induced Vibration Response Analysis of a High-Rise Structure", Applied Mechanics and Materials, Vols. 94-96, pp. 999-1002, 2011
Online since
September 2011
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Price
$32.00
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