Mostrando 10 resultados de: 23
Filtros aplicados
Publisher
Applied Sciences (Switzerland)(3)
Materials(2)
Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria(2)
Structural Analysis and Modelling: Research and Development(2)
WIT Transactions on the Built Environment(2)
Área temáticas
Ingeniería civil(23)
Estructuras públicas(7)
Materiales y estructura arquitectónica(6)
Arquitectura(2)
Ingeniería y operaciones afines(2)
Área de conocimiento
Ingeniería sísmica(11)
Sismología(10)
Ingeniería estructural(8)
Ingeniería geotécnica(5)
Ingeniería civil(4)
Origen
scopus(23)
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: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: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:scopusContributions to earthquake engineering
OtherAbstract:Palabras claves:Autores:Juan Carlos Vielma Pérez, Torija A.B.Fuentes:scopusEffect 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: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: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:scopus