Paper Title:
Damping Value for Seismic Response Analysis of Long-Span Bridges
  Abstract

The current problems on damping in seismic response analysis of bridges is presented. The Rayleigh damping theory is simply introduced in this paper. Taking the Longtan River Bridge for instance, the finite element model of Longtan River Bridge (left line) is established. Then, the dynamic properties of the bridge is analyzed. Based on this, the Rayleigh damping constants and in an ANSYS dynamic analysis are obtained.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
1522-1525
DOI
10.4028/www.scientific.net/AMM.90-93.1522
Citation
L. L. Yu, "Damping Value for Seismic Response Analysis of Long-Span Bridges", Applied Mechanics and Materials, Vols. 90-93, pp. 1522-1525, 2011
Online since
September 2011
Authors
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: Lou He, He Ping Hu, Chang Qing Guo
Chapter 6: Bridge Engineering
Abstract:The dynamic characteristics of Tukan Wujiang Bridge are analyzed numerically. The bridge, which is still under construction, is a continuous...
902
Authors: Xiao Xing Shi
Chapter 1: Applied Mechanics and Dynamics, Mechanical Engineering, Manufacturing
Abstract:The built-up large-span cable-stayed bridges are taken as the engineering background Integrated finite element analysis for whole bridge is...
22
Authors: Hao Lei Wang, Feng Jie Ma, Chao Zhu
Chapter 2: Seismic Engineering
Abstract:In order to break through the limitation of the width of river, depth of water, channel and etc., it is an optimal choice to construct a...
157