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

Article Preview

Abstract:

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.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

2830-2834

Citation:

Online since:

December 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Code for design of highway reinforced concrete and prestressed concrete bridges and culverts (JTGD62-2004), people's communication press, (2004).

Google Scholar

[2] R. W. Clough、J. Penziem. Dynamics of Structures,Graw Hill Inc,(1993).

Google Scholar

[3] Lever. James.H. Gooch. v. Assessing the performance of a sloped-block ice-control structure, Journal of Cold Regions Engineering,(2007).

DOI: 10.1061/(asce)0887-381x(2007)21:1(19)

Google Scholar

[4] Guo Junfeng, Safety evaluation of long-span bridge in the melting ice flood season, WuHan University of technology, (2008).

Google Scholar

[5] McDowell. Natasha,Melting ice triggers Himalayan flood warning,Nature,(2002).

DOI: 10.1038/416776a

Google Scholar