Elastic-plastic seismic response of CRTS II slab ballastless track system on high-speed railway bridges-Reference-Cited by-同舟云学术

Elastic-plastic seismic response of CRTS II slab ballastless track system on high-speed railway bridges

Published:2017-02-13 Issue:6 Volume:60 Page:865-871
ISSN:1674-7321
Container-title:Science China Technological Sciences
language:en
Short-container-title:Sci. China Technol. Sci.

Author:

Yan Bin,Liu Shi,Pu Hao,Dai GongLian,Cai XiaoPei

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Materials Science

Link

http://link.springer.com/article/10.1007/s11431-016-0222-6/fulltext.html

Reference21 articles.

1. Bögl Company of German. Bögl longitudinal connected ballastless track on Jing-Jin intercity high-speed railway bridges. Technical Report. Tianjin: Jing-Jin Intercity High-speed Railway Design Department of Bögl Company of German, 2006

2. Zhang J, Wu D J, Li Q. Loading-history-based track-bridge interaction analysis with experimental fastener resistance. Eng Struct, 2015, 83: 62–73

3. Yan B, Liu S, Dai G L, et al. Nonlinear interaction between CRTS II ballastless track and bridges due to multi-dimensional earthquake. J China Railw Soc, 2016, 38: 74–80

4. Yan B, Dai G L, Hu N. Recent development of design and construction of short span high-speed railway bridges in China. Eng Struct, 2015, 100: 707–717

5. Yan B, Dai G. Seismic pounding and protection measures of simply- supported beams considering interaction between continuously welded rail and bridge. Struct Eng Int, 2013, 23: 61–67

Cited by 68 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A comprehensive review of resilience of urban metro systems: A perspective from earthquake engineering;Tunnelling and Underground Space Technology;2024-10

2. Damage dispersion study of high-speed railway track-bridge system with the UCSD considering train effects;Structures;2024-10

3. Seismic response prediction method of train-bridge coupled system based on convolutional neural network-bidirectional long short-term memory-attention modeling;Advances in Structural Engineering;2024-09-14

4. Influence of the Boundary Conditions of Simply Supported Beam Bridge with Different Spans on the Seismic Design of Continuous Beam Bridge System;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-06-27

5. Null Phase Assumption-Based Technique for Constructing the Target Model of Seismic Irregularity on High-Speed Railways;International Journal of Structural Stability and Dynamics;2024-06-24