On the behavior and ductility of reinforced concrete coupling beams of shear walls

Tassios, TP; Moretti, M; Bezas, A

dc.contributor.author	Tassios, TP	en
dc.contributor.author	Moretti, M	en
dc.contributor.author	Bezas, A	en
dc.date.accessioned	2014-03-01T01:45:13Z
dc.date.available	2014-03-01T01:45:13Z
dc.date.issued	1996	en
dc.identifier.issn	0889-3241	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24564
dc.subject	beams (supports)	en
dc.subject	crack width and spacing	en
dc.subject	cyclic loads	en
dc.subject	ductility	en
dc.subject	hysteresis	en
dc.subject	reinforced concrete	en
dc.subject	shear properties	en
dc.subject	stiffness	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.classification	Materials Science, Multidisciplinary	en
dc.title	On the behavior and ductility of reinforced concrete coupling beams of shear walls	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1996	en
heal.abstract	The results of an experimental program on coupling beams subjected to cyclic loading are presented. Ten specimens, scaled down to 1:2, with five different reinforcement layouts and two different shear ratios (equal to alpha(s) = 0.50 and 0.83) have been tested. An attempt is made to classify the performance of the specimens according to the ductility they exhibited. The validity of various ductility criteria is also discussed.	en
heal.publisher	AMER CONCRETE INST	en
heal.journalName	ACI STRUCTURAL JOURNAL	en
dc.identifier.isi	ISI:A1996VU26300010	en
dc.identifier.volume	93	en
dc.identifier.issue	6	en
dc.identifier.spage	711	en
dc.identifier.epage	720	en