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《Earthquake Engineering and Engineering Vibration》 2005-01
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Study on influence of train speeds upon the dynamic stress of bridge-approach roadbed

Li Xianmin~(1,2), Xiao Hongbin~(2,3), Wang Yonghe~(2) (1.College of Environmental & Hydraulic Engineering,Zhengzhou University,Zhengzhou 450002,China; 2.School of Civil Engineering and Architecture, Central South University, Changsha 410075,China; 3.Department of Civil Engineering, Technology Institute of Zhuzhou, Zhuzhou 412008, China)  
The dynamic stress influence rule subjected to the train speed of continuously welded rail bridge-approach roadbed is obtained by a field test in the Qin-Shen passenger transport special railway line. At the same time, the conception of speed power coefficient is presented, and the rule of speed power coefficient of bridge-approach roadbed is also gained. It is presented that there is a critical speed which will make the trend of dynamic response change when the train passes through the transition section. The study results may provide some important instruction for the design and construction of bridge-approach roadbed of passenger transport special railway line.
【Fund】: 铁道部科技专项基金项目(2003G019)
【CateGory Index】: U213.1
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