Bearing Simulation in Seismic Response Analysis of a Multi-Span Continuous Girder Bridge

Yong Huang; Jun Jie Wang; De Yin Jin

doi:10.4028/www.scientific.net/AMR.255-260.1029

Paper Titles

The Application of Fiber Optic Test Technology in Deformation Monitoring of Highway Corrugated Steel Pipe Culvert
p.1007

Stability Analysis of Xiwu Road Steel Box Arch Bridge in Zibo City
p.1012

Anti-Shear Reliability Analysis of Existing Pre-Tensioned Prestressed Concrete Beam Bridges under Atmosphere Condition
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Stochastic Analysis of Prestressed Concrete Cable-Stayed Bridges Considering Construction Errors
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Bearing Simulation in Seismic Response Analysis of a Multi-Span Continuous Girder Bridge
p.1029

Damage Analysis of the Bridge Structure Based on the Modal Parameters
p.1034

Cable Deflection and Gravity Stiffness of Cable-Stayed Suspension Bridge
p.1039

Study on the Construction Control of Long-Span V-Shape Rigid Frame Composite Arch Bridges
p.1043

The Rehabilitation Project of Highland Road Tunnel
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Bearing Simulation in Seismic Response Analysis of...

Bearing Simulation in Seismic Response Analysis of a Multi-Span Continuous Girder Bridge

Abstract:

The damage of bearing will change the boundary condition for whole bridge, if we do not take account of bearing failure, the error of structural analysis and the unreasonable in design will be made. In this paper, the effect of possible bearing damage to whole bridge during strong ground motion is studied through examining the seismic performance of a multi-span continuous girder bridge which is a real damaged bridge during the Wenchuan earthquake in 2008. Proper analytical restoring force models of bearings are proposed, which can simulate the seismic performance of the bridge before and after the bearing damage suitably.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1029-1033

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.1029

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Online since:

May 2011

Authors:

Yong Huang, Jun Jie Wang, De Yin Jin

Keywords:

3D Nonlinear Analysis, Bearing Damage, Bridge, Restoring Force Model, Seismic Response

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References

[1] H. Iemura, A. Miyamoto and Y. Takahashi: Journal of Structural Engineering, Vol. 44A (1998), pp.659-666 (in Japanese).

Google Scholar

[2] Y. Kajita, E. Watanabe, K. Sugiura, et al.: Journal of Structural Engineering, Vol. 45A (1999), pp.903-914 (in Japanese).

Google Scholar

[3] M. Okazaki, H. Tsuda and M. Dogaki: Journal of Structural Engineering, Vol. 48A (2002), pp.899-907 (in Japanese).

Google Scholar

[4] M. Okazaki, H. Tsuda and M. Dogaki: Journal of Structural Engineering, Vol. 49A (2003), pp.553-561 (in Japanese).

Google Scholar

[5] X. Xie and S. Wu: Journal of Zhejiang University, Vol. 40 (2006), pp.2180-2185 (in Chinese).

Google Scholar

[6] S. Kim, H. Mha and S. Lee: Engineering Structures, Vol. 28 (2006), pp.1071-1080.

Google Scholar

[7] Japan Road Association: Specification for highway bridge-Part V Seismic Design (Tokyo 2002).

Google Scholar

[8] J. Jiang, W. Zhuang and Z. Liu: Xi Nan Road, Vol.108 (2008), pp.1-7 (in Chinese).

Google Scholar