Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Reference16 articles.
1. RUGE P, BIRK C. Longitudinal forces in continuously welded rails on bridge decks due to nonlinear track-bridge interaction [J]. Computers & Structures, 2007, 85(4): 458–475.
2. YAN Bin, DAI Gong-lian, ZHANG Hua-ping. Beam-track interaction of high-speed railway bridge with ballast track [J]. Journal of Central South University, 2012, 19(5): 1447–1453.
3. READ D, LOPRESTI J. Management of rail neutral temperature and longitudinal rail forces [J]. Railway Track and Structures, 2005, 101(8): 18–19.
4. BU Yi-zhi. Research on the transmission mechanism of longitudinal force for high-speed railway bridges [D]. Chengdu: Southwest Jiaotong University, 1998. (in Chinese)
5. BIONDIA B, MUSCOLINOB G, SOFIB A. A substructure approach for the dynamic analysis of train-track-bridge system [J]. Computers & Structures, 2005, 83(11): 2271–2281.
Cited by
30 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