Numerical and Experimental study of pounding damages in adjacent bridge structures subjected to spatially varying ground motion and its mitigation method
Bridge infrastructure is an integral component of the transportation network with significant strategic value and is expected to remain functional in the damaged area immediately after a strong earthquake. However, previous experiences have shown that keeping the bridges operational after a strong e...
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| Format: | Thesis |
| Language: | English |
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Curtin University
2016
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| Online Access: | http://hdl.handle.net/20.500.11937/469 |