Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening
This study investigates the blast loading effects on a large cable-stayed bridge. The results are presented in two parts. A companion paper by Tang and Hao (2010) [2] presents the numerical model of the bridge structure and simulation results of the four main bridge components (pier, tower, back spa...
| Main Authors: | , |
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| Format: | Journal Article |
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Pergamon
2010
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| Online Access: | http://hdl.handle.net/20.500.11937/26263 |