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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:googlescopusNon linear structural analysis. Application for evaluating seismic safety
Book PartAbstract:Palabras claves:Ductility, non-linear analysis, Overstrength, Seismic safetyAutores:Barbat A.H., Juan Carlos Vielma Pérez, Oller S.Fuentes:scopusNon-linear response of reinforced concrete buildings designed for restricted ductility
ArticleAbstract: In the earthquake resistant design of buildings, it is necessary to know a priori the value of the dPalabras claves:Overstrength, pushover analysis, Restricted ductility buildings, Structural ductilityAutores:Barbat A.H., Juan Carlos Vielma Pérez, Oller S.Fuentes:scopusTraditional 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 performance of waffled-slab floor buildings
ArticleAbstract: The codes used in seismic design of waffled-slab floors buildings (WSFB), such as the Spanish NCSE-0Palabras claves:buildings, codes of practice & standards, Seismic engineering, Structures & designAutores:Barbat A.H., Juan Carlos Vielma Pérez, Oller S.Fuentes:scopusSeismic response and torsional effects of RC structure with irregular plant and variations in diaphragms, designed with Venezuelan codes
Conference ObjectAbstract: The objective of this study is to determine the seismic response and torsional effects of an existinPalabras claves:Nonlinear analysis, RC structure, Rigid diaphragm, Torsional effectsAutores:Alfaro A., Barbat A.H., Herrera R.I., Juan Carlos Vielma Pérez, Pujades L.G., Ugel R.Fuentes:scopusSeismic 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:scopusResponse to A.J. Kappos' discussion of `Damage scenarios simulation for seismic risk assessment in urban zones'
ArticleAbstract: The authors of the article are in agreement with many of the opinions expressed by Dr. Kappos in itsPalabras claves:Autores:Barbat A.H., Canas J.A., Fabricio YépezFuentes:googlescopus