Seismic Performance Research of Steel Girder Bridge with Isolation Bearings and Restrainer Cables

Peng Zhang; Cui Ping Pang; Min Yuan; Wan Wen Wang

doi:10.4028/www.scientific.net/AMM.353-356.2000

Paper Titles

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Seismic Performance Research of Steel Girder...

Seismic Performance Research of Steel Girder Bridge with Isolation Bearings and Restrainer Cables

Abstract:

The seismic performance of multi-span simply supported steel-girder bridges with sliding and high rocker steel bearings is poor during earthquakes. During the past 20 years, seismic isolation has emerged as one of the most promising strategy for improving the seismic performance of existing bridges. In this study elastomeric bearings, lead-rubber bearings, and cable restrainers are attempted to modify the seismic response of bridges, and theirs effects are analyzed and compared.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2000-2003

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2000

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Online since:

August 2013

Authors:

Peng Zhang*, Cui Ping Pang, Min Yuan, Wan Wen Wang

Keywords:

Isolation Bearing, Restrainer Cables, Seismic Performance, Steel Girder

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References

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