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|Title:||Seismic vulnerability assessment of a RC pedestrian crossing|
Carvalho, A. M.
|Keywords:||Rc footbridges;Seismic vulnerability assessment;Operational modal analysis;Incremental dynamic analysis;Fragility curves;Dowel connection|
|Publisher:||Taylor & Francis|
|Abstract:||The paper addresses the seismic vulnerability assessment of a multispan footbridge, prone to span unseating due to shorter seat lengths. The structure is representative of a series of pedestrian crossings located in the Southern part of Portugal, a region with a relevant seismicity. A probabilistic approach allows considering the variability of the seismic action and uncertainties in the definition of the material properties and/or structural behavior. Based on incremental dynamic analyses and corresponding fragility curves, it is shown that, for code compliance design acceleration, there is a significant probability that the structure will only suffer minor damage.|
|Appears in Collections:||DE/NESDE - Comunicações a congressos e artigos de revista|
Files in This Item:
|Seismic Vulnerability Assessment of a RC Pedestrian Crossing.pdf||Documento principal||3.53 MB||Adobe PDF||View/Open|
|Autorização Taylor & Francis.pdf||Autorização||22.33 kB||Adobe PDF||View/Open|
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