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Ingeniería civil(9)
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Comparative analysis of the energy dissipation of steel buildings with concentric and eccentric braces
ArticleAbstract: A comparative study has been done to analyze the behavior of regular steel building structures of 4,Palabras claves:Concentric braces, Dissipated energy, Eccentric braces, Incremental dynamic analysis, non-linear analysis, UpgradedAutores:Juan Carlos Vielma Pérez, Lobo-Q W., Marquez E.d.V.A.Fuentes:scopusAssessment of the response reduction factors of plan-irregular RC buildings
Conference ObjectAbstract: Lessons learned in past earthquakes show that the catastrophic failure of many buildings has been duPalabras claves:FEMA P695, non-linear analysis, Plan irregular building, Response reduction factorAutores:De Oca M.M.M.M., Juan Carlos Vielma PérezFuentes:scopusAnalysis of the seismic response of plan-irregular R. C. building
Book PartAbstract: This chapter presents a deep seismic analysis of the seismic response of a plan irregular reinforcedPalabras claves:Fragility curves, non-linear analysis, Plan irregularity, Seismic response, torsionAutores:Alfaro A., Herrera R.I., Juan Carlos Vielma Pérez, Marquez G., Ugel R.Fuentes:scopusNon 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 analyses to assess the seismic performance of RC buildings retrofitted with FRP
ArticleAbstract: Post-seismic reinforcement is extensively used to repair structural elements of buildings hit by strPalabras claves:Brittle failure, non-linear analysis, Seismic retrofitAutores:Fuentes M.A.G., Juan Carlos Vielma Pérez, Porcu M.C.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:googlescopusPerformance of Medium-Rise Buildings with Reinforced Concrete Shear Walls Designed for High Seismic Hazard
ArticleAbstract: This work has evaluated the collapse fragility of a typical Chilean building for residential use, stPalabras claves:collapse limit state, Fragility curves, Incremental dynamic analysis, non-linear analysis, RC shear wall structureAutores:Alarcón C., Juan Carlos Vielma Pérez, Lopez A.F.Fuentes:scopusUsing BIM for the assessment of the seismic performance of educational buildings
ArticleAbstract: The progress of the study of seismic vulnerability has allowed the formulation of new assessment metPalabras claves:BIM, FEMA P-58, Fragility curves, non-linear analysis, Performance groups, seismic assessmentAutores:Angulo C., Casadey R., Díaz K., Gutiérrez J.M., Herrera R.F., Juan Carlos Vielma Pérez, Pannillo G., Prado A., Rivera F.M.L.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:scopus