An empirical model for preliminary seismic response estimation of free-plan nominally symmetric buildings using ANFIS

Simple item page
dc.catalogadoryvc
dc.contributor.authorSepulveda Ovalle Cesar Raul
dc.contributor.authorDe La Llera Martin Juan Carlos
dc.contributor.authorJacobsen Pohlenz Andres
dc.date.accessioned2023-01-30T20:27:01Z
dc.date.available2023-01-30T20:27:01Z
dc.date.issued2012
dc.description.abstractThe good seismic performance of free-plan buildings during the last M-w = 8.8, February 27, 2010 Chile earthquake, deserves special attention in order to understand the clues for such behavior. Also, and because of economic reasons, the development of these building projects are always subjected to a fast track development, which makes difficult to iterate much on the structural configuration of the building unless quick and reliable responses can be provided to architects and owners. Motivated by these facts, this work proposes a new simplified methodology capable of predicting a reasonably accurate response of free-plan nominally symmetric buildings. Because it is well known that the flexural effect of the slab has a strong influence in the response of these buildings, the methodology is based on the decomposition of the building behavior in two simple extreme cases, zero and infinite flexural stiffness between vertical elements, and horizontal ones. The final building behavior lies in between these cases, and is predicted by producing a linear combination of the models through a single model-parameter a that has been calibrated by using a large training database and an adaptive neural network with a fuzzy inference system, ANFIS. Predicted errors for the displacement and forces of new building configurations are usually less than 10% and 15%, respectively, and in many cases are better than that. Besides its accuracy, the numerical efficiency of this model is usually one to two orders of magnitude larger than that of conventional finite element model of the building. (C) 2011 Elsevier Ltd. All rights reserved.
dc.description.funderFONDECYT
dc.description.funderWeir Minerals, Vulco
dc.fechaingreso.objetodigital2023-01-30
dc.format.extent14 páginas
dc.fuente.origenWOS
dc.identifier.doi10.1016/j.engstruct.2011.11.035
dc.identifier.issn0141-0296
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2011.11.035
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/66474
dc.identifier.wosidWOS:000301696600004
dc.information.autorucEscuela de Ingeniería; Sepulveda Ovalle Cesar Raul; S/I; 141121
dc.information.autorucEscuela de Ingeniería; De La Llera Martin Juan Carlos; 0000-0002-9064-0938; 53086
dc.information.autorucEscuela de Ingeniería; Jacobsen Pohlenz Andres; S/I; 121726
dc.language.isoen
dc.nota.accesoContenido parcial
dc.pagina.final49
dc.pagina.inicio36
dc.publisherELSEVIER SCI LTD
dc.revistaENGINEERING STRUCTURES
dc.rightsacceso restringido
dc.subjectSimplified building model
dc.subjectFree-plan buildings
dc.subjectANFIS
dc.subjectSeismic response
dc.subjectNominally symmetric
dc.subjectNeural networks
dc.subjectFuzzy inference system
dc.subjectModel decomposition
dc.subjectMULTISTORY BUILDINGS
dc.subjectDYNAMIC-ANALYSIS
dc.subjectDEMANDS
dc.subject.ddc551.22
dc.subject.deweyCiencias de la tierraes_ES
dc.subject.ods11 Sustainable Cities and Communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleAn empirical model for preliminary seismic response estimation of free-plan nominally symmetric buildings using ANFIS
dc.typeartículo
dc.volumen37
sipa.codpersvinculados53086
sipa.codpersvinculados141121
sipa.codpersvinculados121726
sipa.indexISI-2002-2003-2006-2007-2008-2009-2010-2012-2013-2014-2015-2016-2017-2018-2019
sipa.indexScopus-2010-2012-2013-2014-2015-2016-2017
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
RESUMEN_An empirical model for preliminary seismic response estimation of free.pdf
Size:
103 KB
Format:
Adobe Portable Document Format
Description:
Download
Collections
Artículos de revistas