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Shock and Vibration
Volume 2016 (2016), Article ID 4712593, 10 pages
http://dx.doi.org/10.1155/2016/4712593
Research Article

Fatigue Reliability Assessment of Orthotropic Bridge Decks under Stochastic Truck Loading

1School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410114, China
2Institute for Risk and Reliability, Leibniz Universität Hannover, 31509 Hannover, Germany

Received 24 August 2016; Accepted 31 October 2016

Academic Editor: Tai Thai

Copyright © 2016 Yang Liu 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 [3 citations]

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

  • Naiwei Lu, Yang Liu, and Mohammad Noori, “First-passage probability of the deflection of a cable-stayed bridge under long-term site-specific traffic loading,” Advances in Mechanical Engineering, vol. 9, no. 1, pp. 1–10, 2017. View at Publisher · View at Google Scholar
  • Chuang Cui, Yizhi Bu, Yi Bao, Qinghua Zhang, and Zhongtao Ye, “Strain Energy-Based Fatigue Life Evaluation of Deck-to-Rib Welded Joints in OSD Considering Combined Effects of Stochastic Traffic Load and Welded Residual Stress,” Journal of Bridge Engineering, vol. 23, no. 2, 2018. View at Publisher · View at Google Scholar
  • Yang Deng, Aiqun Li, and Dongming Feng, “Fatigue Reliability Assessment for Orthotropic Steel Decks Based on Long-Term Strain Monitoring,” Sensors, vol. 18, no. 1, pp. 181, 2018. View at Publisher · View at Google Scholar