Shake table testing and performance evaluation of a post-seismic repaired and retrofitted Oak Street Bridge bent with fibreglass wrapping system
A 27% scaled as-built model of the Oak St. Bridge bent S28 (denoted OSB-O) had been severely damaged when tested on the shake table at the University of British Columbia Earthquake Lab (E. Davey, 1996). During testing the structure's overall behavior was brittle, and little plastic deformatio...
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| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/2429/7770 |