Reduction of the Longitudinal Seismic Response of High-Speed Railway Multi-Span Simply-Supported Bridges by the Track Constraint
Author:
Affiliation:
1. School of Civil Engineering, Central South University, Changsha, China
2. Department of Rail-Bridge-Tunnel Dynamic Laboratory for High Speed Railway, National Engineering Laboratory for High Speed Railway Construction, Changsha, China
Funder
National Natural Science Foundation of China
Innovation-Driven Project of Central South University
Publisher
Informa UK Limited
Subject
Safety, Risk, Reliability and Quality
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2218494
Reference41 articles.
1. Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis
2. Influence of the ballasted track on the dynamic properties of a truss railway bridge
3. Seismic fragility and risk assessment of high-speed railway continuous-girder bridge under track constraint effect
4. An analytical solution to the mapping relationship between bridge structures vertical deformation and rail deformation of high-speed railway;Feng Y.;Steel and Composite Structures,2019
5. Effect of bridge lateral deformation on track geometry of high-speed railway;Gou H.;Steel and Composite Structures,2018
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