dc.contributorDe la Colina, Jaime
dc.creatorManzanares, Francisco
dc.date2020-02-25T00:13:56Z
dc.date2020-02-25T00:13:56Z
dc.date2020-01-31
dc.date.accessioned2022-10-12T23:42:48Z
dc.date.available2022-10-12T23:42:48Z
dc.identifierhttp://hdl.handle.net/20.500.11799/105818
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4150570
dc.descriptionTesis de maestría. Artículo técnico.
dc.descriptionA comparative analysis between the responses obtained with two procedures that consider the accidental torsion on the dynamic nonlinear analysis of buildings is presented. The first one involves the use of typical values of accidental eccentricities used in design process. The second procedure involve the variation of parameters that incise in the accidental torsion by means Monte Carlo simulations. The comparison is performed from the responses obtained, measured in terms of concentrated inelastic deformations and lateral distortions. In the study two models of multi-level symmetrical buildings are considered. The CANNY-E program is used for the nonlinear dynamic analysis of the proposed structural models. The results suggest move the position of the center of mass a distance equal to 0.05b to consider the effect of accidental torsion on the dynamic nonlinear analysis of buildings
dc.descriptionConsejo Nacional de Ciencia y Tecnología
dc.languagespa
dc.publisherUniversidad Autónoma del Estado de México
dc.rightsopenAccess
dc.rightshttp://creativecommons.org/licenses/by/4.0
dc.subjectaccidental torsion
dc.subjectaccidental eccentricity
dc.subjectMonte Carlo simulations
dc.subjectNonlinear analysis
dc.subjectSeismic design
dc.subjectINGENIERÍA Y TECNOLOGÍA
dc.titleANÁLISIS COMPARATIVO ENTRE UN PROCEDIMIENTO PARA ESTIMAR EL EFECTO DE LA TORSIÓN ACCIDENTAL Y SIMULACIONES MONTE CARLO, EN EL MARCO DEL ANÁLISIS PASO A PASO NO LINEAL DE EDIFICIOS
dc.typeTesis de Maestría


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