Table of Contents Author Guidelines Submit a Manuscript
Shock and Vibration
Volume 2015, Article ID 641731, 9 pages
Research Article

Impact Coefficient Analysis of Long-Span Railway Cable-Stayed Bridge Based on Coupled Vehicle-Bridge Vibration

1Department of Bridge Engineering, Southwest Jiaotong University, Chengdu 610031, China
2Hubei Provincial Communication Planning and Design Institute, Wuhan 430051, China
3China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China

Received 9 August 2014; Accepted 17 October 2014

Academic Editor: Ting-Hua Yi

Copyright © 2015 Yongle Li et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [2 citations]

The following is the list of published articles that have cited the current article.

  • Zhi-Wu Yu, Jian-Feng Mao, Feng-Qi Guo, and Wei Guo, “Non-stationary random vibration analysis of a 3D train-bridge system using the probability density evolution method,” Journal of Sound and Vibration, vol. 366, pp. 173–189, 2016. View at Publisher · View at Google Scholar
  • Deok-Yong Sung, and Sung-Cheon Han, “Experimental study of effects of track systems on static and dynamic behavior of railway bridges,” Advances in Structural Engineering, vol. 21, no. 2, pp. 214–226, 2018. View at Publisher · View at Google Scholar