Mostrando 10 resultados de: 13
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Open Civil Engineering Journal(2)
Applied Sciences (Switzerland)(1)
Boletin Tecnico/Technical Bulletin(1)
Buildings(1)
Bulletin of the International Institute of Seismology and Earthquake Engineering(1)
Column 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: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: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: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: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:googlescopusNon 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 response of reinforced concrete buildings designed for restricted ductility
ArticleAbstract: In the earthquake resistant design of buildings, it is necessary to know a priori the value of the dPalabras claves:Overstrength, pushover analysis, Restricted ductility buildings, Structural ductilityAutores:Barbat A.H., Juan Carlos Vielma Pérez, Oller S.Fuentes:scopusNumerical evaluation of prequalified end-plate connections used in a framed steel industrial structure
ArticleAbstract: The design of end-plate connections for steel structures is more loosely specified in Chilean regulaPalabras claves:Connection assessment, End plate connection, Nonlinear analysis, Prequalification limitsAutores:Ambiado E., Juan Carlos Vielma Pérez, Lopez A.F.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:googlescopus