Seismic design of RC beam-column structural elements

Kotsovos, GM

dc.contributor.author	Kotsovos, GM	en
dc.date.accessioned	2014-03-01T01:36:59Z
dc.date.available	2014-03-01T01:36:59Z
dc.date.issued	2011	en
dc.identifier.issn	0024-9831	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/21428
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Materials Science, Multidisciplinary	en
dc.subject.other	Axial forces	en
dc.subject.other	Beam-columns	en
dc.subject.other	Combined actions	en
dc.subject.other	Comparative studies	en
dc.subject.other	Cyclic loadings	en
dc.subject.other	Earthquake-resistant design	en
dc.subject.other	Experimental verification	en
dc.subject.other	Structural elements	en
dc.subject.other	Transverse reinforcement	en
dc.subject.other	Design	en
dc.subject.other	Earthquakes	en
dc.subject.other	Seismic design	en
dc.title	Seismic design of RC beam-column structural elements	en
heal.type	journalArticle	en
heal.identifier.primary	10.1680/macr.2011.63.7.527	en
heal.identifier.secondary	http://dx.doi.org/10.1680/macr.2011.63.7.527	en
heal.language	English	en
heal.publicationDate	2011	en
heal.abstract	The work described extends the range of application of a recently proposed method for designing transverse reinforcement into the earthquake-resistant design of linear reinforced-concrete structural elements. The paper initially provides a concise description of the proposed method which is followed by an experimental verification of its validity based on the results of six tests on slender beam-like reinforced-concrete elements subjected to the combined action of a constant axial force and transverse cyclic loading. Two of the specimens are designed in compliance with the earthquake-resistant design provisions of the current European codes and the remainder in accordance with the proposed method. The work is based on the comparative study of the results obtained.	en
heal.publisher	ICE PUBL	en
heal.journalName	Magazine of Concrete Research	en
dc.identifier.doi	10.1680/macr.2011.63.7.527	en
dc.identifier.isi	ISI:000293374200005	en
dc.identifier.volume	63	en
dc.identifier.issue	7	en
dc.identifier.spage	527	en
dc.identifier.epage	537	en