Paper Title:
Wind-Induced Vibrating Comfort Analysis of Long Span Sightseeing Bridge of Shenzhen Wan Sports Center
  Abstract

This paper presents wind-induced vibration comfort evaluation of a special and complex sightseeing bridge in Shenzhen Wan Sports Center which is one of the sub-centers for the 2011 World University Games. In order to predict the reliable comfort performance of the sightseeing bridge, wind-induced vibration time history analysis under different directions based on wind tunnel test was applied. The peak acceleration on the bridge under different varying structural parameters was also discussed. The proposed peak acceleration which appears at mid-span of the bridge under 10-year return period wind load basically satisfies comfort requirement of China’s standard.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
582-590
DOI
10.4028/www.scientific.net/AMR.163-167.582
Citation
X. Y. Fu, Z. Y. Huang, X. C. Chen, "Wind-Induced Vibrating Comfort Analysis of Long Span Sightseeing Bridge of Shenzhen Wan Sports Center", Advanced Materials Research, Vols. 163-167, pp. 582-590, 2011
Online since
December 2010
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: José Manoel Balthazar, Reyolando Manoel Lopes Rabelo da Fonseca Brasil, F.J. Garzeri
Abstract:We present measurements of the non-linear oscillations of a portal frame foundation for a non-ideal motor. We consider a three-time redundant...
51
Authors: Fei Dong, Jun Dong, Wei Ze Sun
Chapter 3: Geotechnical and Structural Engineering
Abstract:Based on the background of a subway construction project, deterioration characteristics of the existed subway tunnels under long-term train...
1005
Authors: Xin Fan, Chun Hu
Chapter 4: Mechanical Engineering
Abstract:According to the national standard on electric vehicle model, pulse input test and random input test were conducted. The results show that:...
552
Authors: Xiao Dong Chen, Xia Ping Liu, Zhuo Sun, Ka Hong Cai, Hong Yang
Chapter 6: Industrial and Civil Engineering
Abstract:In this paper, based on the Guangzhou Pazhou Bridge ,the acceleration and dynamic deflection was tested synchronously under normal operating...
984