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Seismic performance analysis and assessment of a precast bridge computational model

A large-scale, two-span bridge model constructed by assembling precast elements was tested under a series of bi-axial ground motions simulated on a shake table at the Earthquake Engineering Laboratory at the University of Nevada, Reno. The response of the bridge was estimated before the tests using...

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Publicado no:Dyna
Main Authors: José Benjumea, M. “Saiid” Saiidi, Ahmad Itani
Formato: Artigo
Idioma:Inglês
Publicado em: Universidad Nacional de Colombia 2020
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Acesso em linha:https://www.redalyc.org/articulo.oa?id=49663642010
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