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Damage scenarios simulation for seismic risk assessment in urban zones
ArticleAbstract: A methodology for simulating seismic damage of unreinforced masonry buildings for seismic risk assesPalabras claves:Autores:Barbat A.H., Canas J.A., Fabricio YépezFuentes:googlescopusTraditional High-rise Unreinforced Masonry Buildings: Modeling and Influence of Floor System Stiffening on Their Overall Seismic Response
ArticleAbstract: This paper summarizes a study whose primary objectives were to develop a model for nonlinear staticPalabras claves:Flexible floor, pushover analysis, spring-type macro-elements, stiffening of floors, traditional URM buildingsAutores:Barbat A.H., González-Drigo R., José Miguel Calderón Brito, Juan Jiménez-Pacheco, Pujades Beneit L.G.Fuentes:googlescopusSeismic response of RC framed buildings designed according to eurocodes
Conference ObjectAbstract: In order to ensure that a structure does not collapse when subjected to the action of strong groundPalabras claves:Ductility, non-linear analysis, Objective damage index, Overstrength, Seismic safetyAutores:Barbat A.H., Juan Carlos Vielma Pérez, Oller S.Fuentes:scopusSeismic risk evaluation of existing buildings using computer simulation
ArticleAbstract: A methodology to simulate the seismic damage of non-reinforced masonry buildings existing in a urbanPalabras claves:Autores:Barbat A.H., Canas J.A., Fabricio YépezFuentes:googlescopusSeismic safety of low ductility structures used in Spain
ArticleAbstract: The most important aspects of the design, seismic damage evaluation and safety assessment of structuPalabras claves:Behavior factor, Capacity curve, Damage probability matrices, Ductility, Overstrength, pushover analysisAutores:Barbat A.H., Juan Carlos Vielma Pérez, Oller S.Fuentes:scopus