Interaction Between Tracks and Continuous Rigid-Frame Bridge Carrying High-Speed Railway

Author:

Yan Bin,Zhang Gaoxiang,Xie Haoran

Publisher

Springer Singapore

Reference16 articles.

1. BSI U (2008) National annex to Eurocode 1: actions on structures-Part 2: traffic loads on bridges, NA to BS EN 1991-2: 2003. British Standards Institution

2. Dai G, Yan B (2013) Interaction between cable-stayed bridge traveled by high-speed trains and continuously welded rail. China Civil Eng J 46(8):90–97

3. Dai G, Liu W (2013) Sensitive factors research for track-bridge interaction of Long-span X-style steel-box arch bridge on high-speed railway. J Cent South Univ Technol 20(11):3314–3323

4. Fitzwilliam D (2009) Track structure interactions for the Taiwan High Speed Rail project. In: Calçada R (ed) IABSE2003. IABSE, pp 214–219

5. Millances Mato F (2009) Track-structure interaction and seismic design of the bearings system for some viaducts of Ankara-Istanbul HSRL project. In: Calçada R (ed) Track-bridge interaction on high-speed railways. CRC Press/Balkema, London, pp 37–53

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