Study on Running Performance of Train and Limit Value of Traffic Safety on Hubian Bridge

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The running performance of train on Hubian bridge was analyzed with energy random analysis theory for derailment. The calculated result shows that the running safety of train cannot be ensured with the existing operation condition, and the measurement of rate-limiting or reinforcement is needed to be taken for this bridge. A method for establishing index of traffic safety for railway bridge was proposed. The detailed contents of the method are as follows. The lateral amplitude on the middle of beam is determined as index for traffic safety for beam-pier system. The critical beam-pier system with which the running performance of train can be guaranteed is determined. The lateral amplitude of critical beam-pier system is calculated and determined as limit value for traffic safety. The limit value of lateral amplitude for traffic safety for Hubian bridge is determined as L/6400.

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1574-1577

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Q.Y. Zeng and X.R. Guo: Theory of vibration analysis of train-bridge time-variant system and its application (China Railway Press, Beijing 1999). (In Chinese).

Google Scholar

[2] H. Xia: Vehicle-structure dynamic interaction (Science Press, Beijing 2002). (In Chinese).

Google Scholar

[3] X.Z. Li and S.Z. Qiang: Vehicle bridge dynamic analysis for long span highway and railway bi-purpose cable stayed bridge. submitted to Journal of Vibration and Shock (2003) 22(1): 6-9, 19, 25. (In Chinese).

DOI: 10.4028/www.scientific.net/amm.361-363.1223

Google Scholar

[4] P. Gu: Determination of allowable lateral amplitudes of railway steel bridges based on derailment factor of freight vehicle. submitted to Journal of the China Railway Society (2000) 22(supple): 87-91. (In Chinese).

Google Scholar

[5] Y.S. Li: Theory and experiment studies on lateral vibration of railway bridge piers (School of Civil Engineering, Beijing Jiaotong University, Beijing 2005). (In Chinese).

Google Scholar

[6] W.M. Zhai: Study on vehicle-track coupled dynamics (China Railway Press, Beijing 2002). (In Chinese).

Google Scholar

[7] Q.Y. Zeng, J. Xiang and Z.H. Zhou, et al: Theory of train derailment analysis and its application (Central South University Press, Changsha 2006). (In Chinese).

Google Scholar