Accidental torsion in buildings: analysis versus earthquake motions

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dc.catalogadorpva
dc.contributor.authorLin, Wen-Hsiung
dc.contributor.authorChopra, Anil K.
dc.contributor.authorLlera Martin, Juan Carlos de la
dc.date.accessioned2023-01-19T16:08:06Z
dc.date.available2023-01-19T16:08:06Z
dc.date.issued2001
dc.description.abstractA simplified analysis procedure has been developed to consider accidental torsion in building design that is rational and convenient relative to building codes. This procedure is extended and evaluated in this paper against measured accidental torsion determined from motions of 12 buildings-with nominally-symmetric plan-recorded during Northridge (1994), boma Prieta (1989), Whittier (1987), and Upland (1990) earthquakes. The selected buildings include structures in reinforced concrete and in steel that cover a wide range of structural systems, including moment resisting frames, shear walls, braced frames, and hybrid systems. After the measured torsion is interpreted and compared to analytical estimates, it is demonstrated that this procedure is sufficiently accurate to be used in design applications.
dc.fechaingreso.objetodigital2023-01-19
dc.format.extent7 páginas
dc.fuente.origenWOS
dc.identifier.doi10.1061/(ASCE)0733-9445(2001)127:5(475)
dc.identifier.issn0733-9445
dc.identifier.urihttps://doi.org/10.1061/(ASCE)0733-9445(2001)127:5(475)
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/66384
dc.identifier.wosidWOS:000168310700001
dc.information.autorucEscuela de ingeniería ; Llera Martin, Juan Carlos de la ; 0000-0002-9064-0938 ; 53086
dc.issue.numero5
dc.language.isoen
dc.nota.accesoContenido parcial
dc.pagina.final481
dc.pagina.inicio475
dc.revistaJournal of Structural Engineeringes_ES
dc.rightsacceso restringido
dc.rights.holderThe Author(s)
dc.subject.ddc620
dc.subject.deweyIngenieríaes_ES
dc.subject.ods11 Sustainable Cities and Communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleAccidental torsion in buildings: analysis versus earthquake motionses_ES
dc.typeartículo
dc.volumen127
sipa.codpersvinculados53086
sipa.indexISI-1990-1995-1996-2001-2011-2014
sipa.indexScopus-2014
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