BEHAVIOR OF DOWELS UNDER CYCLIC DEFORMATIONS.

Vintzeleou, EN; Tassios, TP

dc.contributor.author	Vintzeleou, EN	en
dc.contributor.author	Tassios, TP	en
dc.date.accessioned	2014-03-01T01:06:47Z
dc.date.available	2014-03-01T01:06:47Z
dc.date.issued	1987	en
dc.identifier.issn	0889-3241	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9611
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0023164396&partnerID=40&md5=1509e73df6425146237fa1038baa4281	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.classification	Materials Science, Multidisciplinary	en
dc.subject.other	CONCRETE - Deformation	en
dc.subject.other	FASTENERS - Performance	en
dc.subject.other	STRESSES - Shear	en
dc.subject.other	CYCLIC LOADS	en
dc.subject.other	DOWEL MECHANISM	en
dc.subject.other	PRECAST-ELEMENT CONNECTIONS	en
dc.subject.other	REINFORCED CONCRETE SHEAR PROPERTIES	en
dc.subject.other	CONCRETE CONSTRUCTION	en
dc.title	BEHAVIOR OF DOWELS UNDER CYCLIC DEFORMATIONS.	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1987	en
heal.abstract	The behavior of reinforced concrete structures subjected to earthquakes may be greatly influenced by the behavior of cracked critical zones. This paper presents an experimental investigation of dowel-to-concrete shear transfer. Emphasis is given to identifying dowel mechanisms under cyclic actions. In addition, recommendations for the calculation of dowel strength are proposed, both under monotonic and cyclic loading conditions.	en
heal.publisher	AMER CONCRETE INST	en
heal.journalName	ACI Structural Journal	en
dc.identifier.isi	ISI:A1987F707000003	en
dc.identifier.volume	84	en
dc.identifier.issue	1	en
dc.identifier.spage	18	en
dc.identifier.epage	30	en