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Abstract:
The isolated continuous girder bridge with lead rubber bearings (LRB) or friction pendulum bearings (FPB) was taken as the research object to analyze the collision effect under near-fault or far-fault long-period ground motion. The parameters analysis including the stiffness of expansion joint and width of expansion joint have been done based on the 3D FEM. The results show that whatever the type of long-period ground motion, it has different effect of width of expansion joint on the force and times of collision, and the force and times were decreasing with the increase of width of expansion joint. The changing of stiffness of expansion joint had effect on maximum collision force only. Compared with two isolated structures, the collision effects of FPB structure were lower than LRB structure. © 2015, Science Press. All right reserved.
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Journal of Xi'an University of Architecture and Technology
ISSN: 1006-7930
CN: 61-1295/TU
Year: 2015
Issue: 6
Volume: 47
Page: 858-862
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 0
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