Dynamic Time-History Deformation Response Analysis of Long-Span Beam Bridge Subjected to Flowing Ice

被引：0
|
作者：
Bai, Zhiping [1 ]
Zhang, Xiedong [1 ]
Han, Chenglin [1 ]
机构：
[1] Wuhan Univ Technol, Sch Transportat, Wuhan 430063, Peoples R China
来源：
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词：
Flowing and Melting Ice; Finite Element Method; Deformation Effect; Pile-Soil Function; Damper Boundary;
D O I：
10.4028/www.scientific.net/AMR.163-167.2830
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on the pile-soil function and damper boundary condition influence by Finite Element Method, taking Bao-Shu yellow river extra long-span bridge as the project object, the deformation effect of the bridge subjected to flowing and melting ice in spring was analyzed considering dynamical action mode. The results revealed that the deformation from this kind of action is tittly small and the bridge structure is reliable and stable. Then the calculation and analysis have been put into design and construction stage.
引用
收藏
页码：2830 / 2834
页数：5
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