Sensitive factors research for track-bridge interaction of Long-span X-style steel-box arch bridge on high-speed railway

Author:

Liu Wen-shuo,Dai Gong-lian,He Xu-hui

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference18 articles.

1. GUANG Zhong-yan, GAO Hui-an. Railroad continuous welded rails [M]. Beijing: China Railway Press, 2005: 1–13. (in Chinese)

2. DAI Gong-lian, HU Nan, LIU Wen-shuo. The recent improvement of high-speed railway bridges in China [C]// 34th IABSE Symposium 2010. Venice: Hemming Group Limited 2010, 168–169.

3. LIM N H, PARK N H, KANG Y J. Stability of continuous welded rail track [J]. Computers & Structures, 2003, 81(22/23): 2219–2236.

4. RUGE P, BIRK C. Longitudinal forces in continuously welded rails on bridge decks due to nonlinear track-bridge interaction [J]. Computers & Structures, 2007, 85(11): 458–475.

5. RUI CALÇADA, RAIMUNDO DELGADO, ANTÓNIO CAMPOS E MATOS, JOSÉ MARIA GOICOLEA, FELIPE GABALDÓN. Track-bridge Interaction on High-Speed railways [M]. London: Taylor & Francis Group, 2009: 63–94.

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