An Estimate of the Yield Displacement of Coupled Walls for Seismic Design

dc.contributor.author	Hernández Montes, Enrique	es_ES
dc.contributor.author	Aschheim, Mark	es_ES
dc.date.accessioned	2018-02-19T08:36:11Z
dc.date.available	2018-02-19T08:36:11Z
dc.date.issued	2017-05-29
dc.identifier.citation	Hernández-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.issn	1976-0485
dc.identifier.issn	2234-1315
dc.identifier.uri	http://hdl.handle.net/10481/49603
dc.description.abstract	A 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.iso	eng	es_ES
dc.publisher	Springer	es_ES
dc.subject	Coupled walls	en_EN
dc.subject	Shear walls	en_EN
dc.subject	Earthquake engineering	en_EN
dc.title	An Estimate of the Yield Displacement of Coupled Walls for Seismic Design	en_EN
dc.type	info:eu-repo/semantics/article	en_EN
dc.rights.accessRights	info:eu-repo/semantics/openAccess	en_EN
dc.identifier.doi	10.1007/s40069-017-0188-5