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Effects of CRTS II Unballasted Track on Seismic Response of High-Speed Railway Bridge

Zhang, Yong Liang / Wang, Pei Shan / Zhao, Ji Dong

Based on properties of high-speed railway bridge and rail system restraints, the rail-bridge model is established by considering CRTS II unballasted track and bridge structure. The results show that the effect of CRTS II system restraints on seismic response for multi-span simply supported girder bridge is greater so the rail-bridge model should be adopted in earthquake response analysis. Due to the effect of longitudinal stiffness of the railway and bridge transitional section such as terminal spine, the more significant is unloading for seismic response of the side piers if the fewer is the number for the rear-structure spans.

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Effects of CRTS II Unballasted Track on Seismic Response of High-Speed Railway Bridge

Zhang, Yong Liang / Wang, Pei Shan / Zhao, Ji Dong

Based on properties of high-speed railway bridge and rail system restraints, the rail-bridge model is established by considering CRTS II unballasted track and bridge structure. The results show that the effect of CRTS II system restraints on seismic response for multi-span simply supported girder bridge is greater so the rail-bridge model should be adopted in earthquake response analysis. Due to the effect of longitudinal stiffness of the railway and bridge transitional section such as terminal spine, the more significant is unloading for seismic response of the side piers if the fewer is the number for the rear-structure spans.

Effects of CRTS II Unballasted Track on Seismic Response of High-Speed Railway Bridge

Zhang, Yong Liang / Wang, Pei Shan / Zhao, Ji Dong

Based on properties of high-speed railway bridge and rail system restraints, the rail-bridge model is established by considering CRTS II unballasted track and bridge structure. The results show that the effect of CRTS II system restraints on seismic response for multi-span simply supported girder bridge is greater so the rail-bridge model should be adopted in earthquake response analysis. Due to the effect of longitudinal stiffness of the railway and bridge transitional section such as terminal spine, the more significant is unloading for seismic response of the side piers if the fewer is the number for the rear-structure spans.

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Title:

Effects of CRTS II Unballasted Track on Seismic Response of High-Speed Railway Bridge

Contributors:

Zhang, Yong Liang / Wang, Pei Shan / Zhao, Ji Dong

Published in:

Applied Mechanics and Materials ; 584-586 ; 2099-2104

Publication date:

2014-07-04

Size:

6 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.2099

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Bridge , Seismic Response , High-Speed Railway (HSR) , CRTS II Unballasted Track

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