Effect of temperature difference load of 32 m simply supported box beam bridge on track vertical irregularity

Author:

Xie Kaize,Xing Jun,Wang Li,Tian Chunxiang,Chen Rong,Wang Ping

Funder

National Science Foundation

doctorial innovation fund of Southwest Jiaotong University

Publisher

Springer Science and Business Media LLC

Subject

Electrical and Electronic Engineering,Computer Science Applications,Mechanical Engineering,Transportation

Reference21 articles.

1. Yao LS (2008) Bridge engineering. China Communication Press, Beijing (in Chinese)

2. Sun SL (2011) Design and practice of high-speed railway bridge. China Railway Publishing House, Beijing (in Chinese)

3. Zhang J (2012) Study on influence factors and suggestive value for high speed railway simply supported beam. Dissertation, Central South University, Changsha (in Chinese)

4. Yao JC, Yang YQ, Liu PH et al. (2011) Research on dynamic behavior of 32 m prestressed concrete simply supported box beam in high speed railway, In: Proceedings of ISEV 2011, Chengdu, pp 446–453

5. Donley MG, Kerr AD (1987) Temperature buckling of curved railroad tracks. Non-Linear Mech 22(3):175–192

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