A semi-analytical/FEM model for predicting ground vibrations induced by high-speed train through continuous girder bridge

被引:0
作者
Yanmei Cao
He Xia
Zhenghui Li
机构
[1] Beijng Jiaotong University,School of Civil Engineering
来源
Journal of Mechanical Science and Technology | 2012年 / 26卷
关键词
High-speed train; Continuous girder bridge; Ground vibration; Prediction method;
D O I
暂无
中图分类号
学科分类号
摘要
This paper develops a method based on a semi-analytical/FEM model to predict the ground vibrations induced by high-speed train running through continuous girder bridge. The prediction method has two steps: the solution of reaction on top of pier and the solution of ground vibrations. The reaction on pier top is solved by the semi-analytical dynamic interaction model for train-track-continuous girder bridge system, taking the dynamic characteristics of train, track, and bridge into account. The solution of ground vibrations is accomplished by establishing the 3-dimensional pile foundation-soil finite element model and then applying the negative reaction force got from pier top to the pile foundation-soil model. The effectiveness of the presented model is verified by comparing with other existed results.
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页码:2485 / 2496
页数:11
相关论文
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