Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint
This is the second part of the study of soil-structure interaction (SSI) and ground motion spatial variation effects on bridge pounding responses. The first part [Chouw N, Hao H. Significance of SSI and non-uniform near-fault ground motions in bridge response I: Effect on response with conventional...
| Main Authors: | , |
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| Format: | Journal Article |
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Pergamon
2008
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| Online Access: | http://hdl.handle.net/20.500.11937/19650 |