Vibration Analysis of Bridge Structure under Moving Train Load and Earthquake Action-Reference-Cited by-同舟云学术

Vibration Analysis of Bridge Structure under Moving Train Load and Earthquake Action

Published:2014-01 Issue: Volume:501-504 Page:1266-1269
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Fan Bei Bei¹,Zhang Yuan¹,Ruan Dong Hua¹

Affiliation:

1. China University of Petroleum

Abstract

In this paper, vibration of a steel truss bridge under moving train and earthquake action is analyzed. The following conclusions are drawn by modal analysis and time-history analysis. 1) Lateral dynamic response of this structure is more obvious under earthquake action and lateral dynamic effect of train running load; 2) seismic response in the directions different from train load is small, and dynamic response becomes larger obviously when they are considered together.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.501-504.1266.pdf

Reference5 articles.

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