Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1011995
Title: Seismic vulnerability assessment of a RC pedestrian crossing
Authors: Cismasiu, C.
Santos, F.
Bernardo, V.
Candeias, P.
Carvalho, A. M.
Guerreiro, L.
Perdigão, Rui A. Silva
Keywords: Rc footbridges;Seismic vulnerability assessment;Operational modal analysis;Incremental dynamic analysis;Fragility curves;Dowel connection
Issue Date: 21-Mar-2018
Publisher: Taylor & Francis
Citation: 10.1080/13632469.2018.1453399
Abstract: The paper addresses the seismic vulnerability assessment of a multi-span 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.
URI: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1011995
Appears in Collections:DE/NESDE - Comunicações a congressos e artigos de revista

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