Seismic Performance of Bridges with Rubber Bearing Systems under the 2011 Off the Pacific Coast of Tohoku Earthquake Ground Motions
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Bibliographic Details
| Author(s): |
Tongxiang An
Osamu Kiyomiya |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012 | ||||
| Published in: | IABSE Congress Seoul 2012 | ||||
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| 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. |
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| Keywords: |
bridge seismic performance 2011 Tohoku Earthquake off the Pacific coast vibration behavior rubber bearing system
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