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Review of different pushover analysis methods applied to masonry buildings and comparison with nonlinear dynamic analysis

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2016.Endo.JEE.proof.pdf (1,805Mb)
 
10.1080/13632469.2016.1210055
 
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Endo, Yohei
Pelà, LucaMés informacióMés informacióMés informació
Roca Fabregat, PedroMés informacióMés informacióMés informació
Document typeArticle
Defense date2016-08
Rights accessOpen Access
All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder
ProjectTECNICAS MULTIESCALA PARA EL ANALISIS EXPERIMENTAL Y NUMERICO DE LA FIABILIDAD DE LAS ESTRUCTURAS DE OBRA DE FABRICA (MINECO-BIA2015-63882-P)
Abstract
This article presents the comparison among different nonlinear seismic analysis methods applied to masonry buildings, i.e., pushover analyses with invariant lateral force distributions, adaptive pushover analysis and nonlinear dynamic analysis. The study focuses on the influence of lateral force distribution on the results of the pushover analysis. Two simple benchmark case studies are considered for the purpose of the research, i.e., a four-wall masonry building prototype without floor rigid diaphragms and a two-wall system with a cross-vault. The comparative study offers a useful review of pushover analysis methods for masonry structures and shows advantages and possible limitations of each approach.
Description
This is an Accepted Manuscript of an article published by Taylor & Francis Group in Journal of Earthquake Engineering on 2016, available online at: http://www.tandfonline.com/doi/full/10.1080/13632469.2016.1210055.
CitationEndo, Y., Pelà, L., Roca, P. Review of different pushover analysis methods applied to masonry buildings and comparison with nonlinear dynamic analysis. "Journal of earthquake engineering", Agost 2016, vol. 21, núm. 8, p. 1-31. 
URIhttp://hdl.handle.net/2117/113651
DOI10.1080/13632469.2016.1210055
ISSN1363-2469
Publisher versionhttp://www.tandfonline.com/doi/full/10.1080/13632469.2016.1210055
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  • Departament d'Enginyeria Civil i Ambiental - Articles de revista [2.812]
  • ATEM - Anàlisi i Tecnologia d'Estructures i Materials - Articles de revista [319]
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