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Effect of earthquake ground motion duration on the seismic response of a low-rise RC building
ArticleAbstract: This paper investigates the effect of earthquake ground motion duration on the seismic response of aPalabras claves:Autores:Juan Carlos Vielma Pérez, Lopez A.F., Martineau M.O.Fuentes:scopusDetermining the Dynamic Characteristics of a Multi-Story RC Building Located in Chile: A Comparison of the Results between the Nonparametric Spectral Analysis Method and the Parametric Stochastic Subspace Identification Method
ArticleAbstract: Estimating the dynamic characteristics of instrumented built structures from seismic vibration dataPalabras claves:Dynamic characteristics, Frequency domain, nonparametric method, Parametric method, Subspace identificationAutores:Fuentes F., Gómez M.A., Juan Carlos Vielma Pérez, Lopez A.F., Lozano S.Fuentes:scopusA structural design comparison between two reinforced concrete regular 6-level buildings using soil-structure interaction in linear range
ArticleAbstract: Structural engineers commonly design superstructures as fixed at the base and transmit the reactionsPalabras claves:Foundation system, Linear range, Seismic response, soil-structure interactionAutores:Carlos A.R. Romero, Christian F.P. Castro, David P.C. Guerrero, Gabriela E.M. Pérez, José D.M. Alviar, Juan Carlos Vielma Pérez, López L.J.M., Machado N.A.L., Montesinos V.V.M.Fuentes:scopusColumn base connections for hollow steel sections: Seismic performance and strength models
ArticleAbstract: The seismic response of exposed hollow steel section columns to base plate connections is examined tPalabras claves:Anchor bolt tension, Column base plates, Metal and composite structures, seismic design, Steel connectionsAutores:Cooke R.J., Higgins J., Higgins P., Juan Carlos Vielma Pérez, Kanvinde A.M.Fuentes:scopusComparative 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: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:scopusAssesment of the behavior factor prescribed by the Ecuadorian Construction Code for steel framed structures
ArticleAbstract: Incremental Dynamic Analysis (IDA) has been applied lately in order to evaluate the maximum lateralPalabras claves:Behavior factor, Collapse margin ratio, Incremental dynamic analysis, Seismic performanceAutores:Juan Carlos Vielma Pérez, M. A. CandoFuentes: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:scopusCalibration of the response reduction factors used in Ecuador for steel SMRF
ArticleAbstract: Current procedures of analysis and seismic design of structures are conducted considering elastic bePalabras claves:Autores:Juan Carlos Vielma Pérez, Manuel Antonio Cando LoachamínFuentes:googlescopusImproved procedure for determining the ductility of buildings under seismic loads
ArticleAbstract: Displacement ductility is a parameter that characterizes the seismic response of structures. MoreovePalabras claves:Displacement ductility dissipated energy ultimate displacementAutores:Juan Carlos Vielma Pérez, Mulder M.M.Fuentes:scopus