Dynamic Analysis of Bridge-approach Embankment Transition Segment

摘要：

　　Dynamic responses of coupled system were analyzed when the speed of train was 350km/h and the transition was filled with graded broken stones mixed 5% cement.Results indicate that setting form of bridge-approach embankment section has little effect on dynamic responses,thus designers can choose it on account of practical circumstances.Based on the study from vehicle-track dynamics,we suggest that the coefficient of subgrade reaction (K30) should be greater than 190MPa within 0-5m zone behind abutment and be greater than 150MPa in other zones.

关键词： bridge-approach embankment section numerical model track deflection angle analysis

作者: Zhenxia Li Yuanzhao Chen

作者单位: School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450011, China

会议类型: 国际会议

会议名称: The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2012土木建筑与可持续基础设施工程国际会议(ICCEASI2012))

会议地点: 郑州

会议语种:英文

页码: 719-722

在线出版日期: 2012-09-22（万方平台首次上网日期，不代表论文的发表时间）