Experimental and three-dimensional finite element method studies on pounding responses of bridge structures subjected to spatially varying ground motions
Pounding and unseating damages to bridge superstructures have been commonly observed in many previous major earthquakes. These damages can essentially attribute to the large closing or opening relative displacement between adjacent structures. This article carries out an experimental study on the po...
| Main Authors: | , , , , |
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| Format: | Journal Article |
| Published: |
Multi-Science Publishing
2016
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| Online Access: | http://hdl.handle.net/20.500.11937/38608 |