Response of a RC bridge in WA to simulated spatially varying seismic ground motions
In this paper, numerical results from a non-linear dynamic response analysis of a 50 m long two-span RC bridge in the Perth Metropolitan Area (PMA) to simulated spatially varying seismic ground motions are presented and discussed. Spatially varying ground motions are stochastically simulated to be c...
| Main Authors: | , |
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| Format: | Journal Article |
| Published: |
Engineers Media
2008
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| Online Access: | http://hdl.handle.net/20.500.11937/16822 |