Numerical simulation of pounding damage to bridge structures under spatially varying ground motions
Previous studies of pounding responses of bridge structures to seismic loadings are usually based on the point to point pounding assumption by using the simplified lumped mass model or beam-column element model. It has been found these simplified models can be used to calculate bridge pounding respo...
| Main Authors: | , |
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| Format: | Journal Article |
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Pergamon
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/37270 |