Paper Title:
Analysis of Wind-Induced Vibration Control of Long-Span Space Structure
  Abstract

Based on improved linear regression filter method presented by Iwatani and wind tunnel test data, the program simulated 3-D time history of fluctuating wind pressure of Fuzhou Strait International Conference and Exhibition Center considering spatial correlation of wind loads, which is consistent with the object power spectrum .The simulation result is used in nodes of the structure to analyze response of wind-induced vibration. Analytical results show it has the maximum displacement response in 0° wind direction .Due to the installation of TMD, node displacement response of roof truss is reduced from 44.14mm to 33.16mm, with best reduction 26.67%.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
1204-1208
DOI
10.4028/www.scientific.net/AMR.255-260.1204
Citation
Z. Q. Zhang, Y. Chen, G. X. Su, X. G. Zhu, "Analysis of Wind-Induced Vibration Control of Long-Span Space Structure", Advanced Materials Research, Vols. 255-260, pp. 1204-1208, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Yue Qiang, Li Li, Jin You Li, He Jian
Abstract:This essay is to obtain the optimal parameter of building structure with turned mass damper(TMD)based on the constraint of comfort and power...
1256
Authors: Man Yi Qi, Zhi Qiang Zhang, Fei Ma, Ai Qun Li
Chapter 2: Monitoring and Control of Structures
Abstract:Aimed at the human comfort problem with cantilevered floors arising from normal human activities, the Tuned Mass Dampers are used to control...
1110
Authors: Ju Yun Yuan, Zhi Hua Dong
Chapter 12: Monitoring and Control of Structures
Abstract:Based on brief introduction of the vibration control theory of tuned mass damper (TMD) and its development course, this paper puts forward...
3490