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dc.contributor.authorHernández Montes, Enrique es_ES
dc.contributor.authorAschheim, Markes_ES
dc.date.accessioned2018-02-19T08:36:11Z
dc.date.available2018-02-19T08:36:11Z
dc.date.issued2017-05-29
dc.identifier.citationHernández-Montes, E.; Aschheim, M. An Estimate of the Yield Displacement of Coupled Walls for Seismic Design. International Journal of Concrete Structures and Materials, 11(2): 275-284 (2017). [http://hdl.handle.net/10481/49603]es_ES
dc.identifier.issn1976-0485
dc.identifier.issn2234-1315
dc.identifier.urihttp://hdl.handle.net/10481/49603
dc.description.abstractA formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 stories in height, with varied amounts of reinforcement in the reinforced concrete coupling beams and walls, subjected to first-mode pushover analysis. An example illustrates the application of these estimates to the performance-based seismic design of coupled walls.en_EN
dc.language.isoenges_ES
dc.publisherSpringeres_ES
dc.subjectCoupled wallsen_EN
dc.subjectShear wallsen_EN
dc.subjectEarthquake engineering en_EN
dc.titleAn Estimate of the Yield Displacement of Coupled Walls for Seismic Designen_EN
dc.typeinfo:eu-repo/semantics/articleen_EN
dc.rights.accessRightsinfo:eu-repo/semantics/openAccessen_EN
dc.identifier.doi10.1007/s40069-017-0188-5


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