p.2811
p.2815
p.2819
p.2824
p.2830
p.2835
p.2843
p.2848
p.2852
Dynamic Time-History Deformation Response Analysis of Long-Span Beam Bridge Subjected to Flowing Ice
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.
Info:
Periodical:
Pages:
2830-2834
Citation:
Online since:
December 2010
Authors:
Price:
Сopyright:
© 2011 Trans Tech Publications Ltd. All Rights Reserved
Share:
Citation: