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Influence of pier settlement on contact behavior between CRTS II track and bridge in high-speed railways

  • Published:2021-05 Issue: Volume:235 Page:112007
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Chen Zhaowei,Fang Hui

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Chongqing Science and Technology Commission

Chongqing Municipal Education Commission

State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Train-track-bridge dynamic interaction: a state-of-the-art review;Zhai;Veh Syst Dyn,2019

2. Analysis of structural stresses of tracks and vehicle dynamic responses in train–track–bridge system with pier settlement;Chen;Proc Inst Mech Eng Part F J Rail Rapid Transit,2018

3. Safe value of high-speed railway pier settlement based on train-track-bridge dynamic interaction;Chen;Sci China Technol Sci,2015

4. Dynamic interaction between vehicle and bridge deck subjected to support settlement;Ahmari;Eng Struct,2015

5. A study of compressive stress and compression of hard foam board for longitudinal coupled slab track on bridges;Xiang,2010

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