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Determining 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:scopusInfluence of Directionality on the Seismic Response of Typical RC Buildings
ArticleAbstract: Current seismic analysis contemplates the simultaneous use of the orthogonal components of an earthqPalabras claves:Incidence angle, maximum displacement, Maximum interstory drift, Nonlinear time‐history analysis, Structural irregularityAutores:Bugueño I., Carvallo J., Juan Carlos Vielma PérezFuentes:scopusIntensity measure based on a smooth inelastic peak period for a more effective incremental dynamic analysis
ArticleAbstract: The Incremental Dynamic Analysis (IDA) assesses the global collapse capacity of a structure by plottPalabras claves:Elongated period, Incremental dynamic analysis, Intensity measure, Non-linear seismic analysisAutores:Juan Carlos Vielma Pérez, Machado N.A.L., Porcu M.C.Fuentes:scopusIrregularity of the distribution of masonry infill panels and its effect on the seismic collapse of reinforced concrete buildings
ArticleAbstract: On 16 April 2016, an earthquake of Mw 7.8 shook the coast of Ecuador, causing the de-struction of buPalabras claves:Collapse fragility curve, Damage measure, Incremental dynamic analysis, Masonry infill panels, Torsional behaviorAutores:Abel Zambrano, Frau C., Juan Carlos Vielma Pérez, Roberto Rodrigo Aguiar FalconíFuentes:scopus