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Seismic Performance of Bridges with Rubber Bearing Systems under the 2011 Off the Pacific Coast of Tohoku Earthquake Ground Motions

 Seismic Performance of Bridges with Rubber Bearing Systems under the 2011 Off the Pacific Coast of Tohoku Earthquake Ground Motions
Author(s): ,
Presented at 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012, published in , pp. 414-421
DOI: 10.2749/222137912805110691
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In this study, the characteristics of ground motion and the damage to bridges with a rubber bearing system were investigated and the seismic performance of a typical bridge with a rubber bearing sy...
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Bibliographic Details

Author(s):

Medium: conference paper
Language(s): English
Conference: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012
Published in:
Page(s): 414-421 Total no. of pages: 8
Page(s): 414-421
Total no. of pages: 8
DOI: 10.2749/222137912805110691
Abstract:

In this study, the characteristics of ground motion and the damage to bridges with a rubber bearing system were investigated and the seismic performance of a typical bridge with a rubber bearing system was verified by dynamic analysis method. As a result, the ground motions caused by this earthquake affected the seismic performance of bridges with rubber bearing systems.

Keywords:
bridge seismic performance 2011 Tohoku Earthquake off the Pacific coast vibration behavior rubber bearing system