Paper Title:
Study of Load Test of Pedestrian Suspension Bridge
  Abstract

This study focuses on test loading program and evaluation for pedestrian bridge. On the basis of the finite element analysis, numerical model of Lv River Bridge, which is a steel box pedestrian suspension bridge, is established. Moreover, field static load test is done and the results of tests are compared to the theoretical values. Results show that the measured result fits well with the theoretical result and bridge is in the situation of elastic deformation, and the strength and stiffness satisfy the need of design.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
2670-2673
DOI
10.4028/www.scientific.net/AMR.163-167.2670
Citation
Y. Liu, D. H. Yan, "Study of Load Test of Pedestrian Suspension Bridge", Advanced Materials Research, Vols. 163-167, pp. 2670-2673, 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: Wen Xing Wang, Qi Ming Guo
Abstract:This paper explains the static load test of a simple-support prestressed bridge. Deflection and stress are measured by the static load test...
1621
Authors: Guang Zhang, Wei Nie, Yong Lu, Jing Xi Chen, Jun Rong Ma
Abstract:This paper introduces the plan and the process of dynamical and statical load test study which is made on the road bridge. It can validate...
1112
Authors: Zhi Jie Sun, Jun Min Shen, Jian Bin Zhao, Zhong Ming Su
Abstract:Through theoretical calculation, systemic analysis of dynamic performance of the 64m single and double line railway steel truss bridges on...
1100
Authors: Mian Tang, Yu Cai Ning, Xia Xu, Xu Hui He
Chapter 9: Bridge Engineering
Abstract:Abstract:Based on the deflection theory and the virtual displacement principle, the stress state of different components of the self-anchored...
2333
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