STUDY OF TRAIN DERAILING ON HIGH-SPEED RAILWAY BRIDGE
LIN Yu-sen1, XIN Li-hua2, ZHANG Yun-bo1
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1Department of Communication Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043; 2Shijiazhuang Railway Branch Bureau, Shijiazhuang 050000
Based on the study method about bridge structure dynamics and vehicle dynamics, this paper studies the reasons of train derailing on the high-speed railway bridge, such as the wheel-rail force, the derailment coefficient and the load decrement rate of wheel weight. By the example of the bridge on the Qin-Shen special passenger traffic railway line, the calculation has been put forward.
LIN Yu-sen, XIN Li-hua, ZHANG Yun-bo. , {{custom_author.name_en}}et al.
STUDY OF TRAIN DERAILING ON HIGH-SPEED RAILWAY BRIDGE[J]. Journal of Railway Engineering Society, 2001, 18(3): 21-23