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Non 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:scopusInfluence of P-delta effect on ductility and vulnerability of SMRF steel buildings
ArticleAbstract: Current earthquake-resistant procedures prescribe generic values for the response reductions factorsPalabras claves:Ductility, non-linear analysis, P-Δ effect, Span length, vulnerabilityAutores:Juan Carlos Vielma Pérez, Manuel Antonio Cando LoachamínFuentes: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 retrofit of existing buildings led by NON-LINEAR DYNAMIC analyses
ArticleAbstract: Although still little used in practice, the non-linear time-history (NLTH) analysis is the most powePalabras claves:Ductility, FRP reinforcement, non-linear dynamic analysis, Seismic retrofit of r/c buildingsAutores:Aguilar C., Curreli G., Juan Carlos Vielma Pérez, Panu F., Porcu M.C.Fuentes:scopusSeismic 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