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scopus(6)
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: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: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:scopusPerformance 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: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:scopusSeismic response of a four level framed building with composite RC and steel structures designed according to venezuelan codes
Book PartAbstract: The objective of this chapter is to determine the structural behavior and seismic response of a fourPalabras claves:Composite structure, Fragility curves, Incremental dynamic analysis, Non linear analysis, Performance pointAutores:Estrada N., Herrera R.I., Juan Carlos Vielma Pérez, Leal M., Ugel R.Fuentes:scopus