Effectiveness of rectangular spiral shear reinforcement on infilled R/C frames under cyclic loading

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dc.contributor.author Kakaletsis, D. J.
dc.contributor.author Karayannis, C. G.
dc.contributor.author Panagopoulos, G. K.
dc.date.accessioned 2015-06-19T09:36:45Z
dc.date.available 2015-06-19T09:36:45Z
dc.date.issued 2011
dc.identifier.issn 1559-808X
dc.identifier.other http://www.tandfonline.com/doi/full/10.1080/13632469.2011.560361#.VYPiGvntmko el
dc.identifier.uri http://apothesis.teicm.gr/xmlui/handle/123456789/1368
dc.description.abstract The effect of two types of shear reinforcement, with reference to two types of masonry infills, on the seismic performance of reinforced concrete (RC) frames was experimentally investigated. Six single-story, one-bay, 1/3-scale frame specimens were tested under cyclic horizontal loading, up to a drift level of 40‰. Bare frames and infilled frames with two different infill compressive strengths were sorted into two groups based on stirrups or spirals as shear reinforcement. From the observed responses it can be deduced that rectangular spiral reinforcement is a first experience and more experiments are needed. en
dc.format.extent 16 el
dc.language.iso en el
dc.rights Attribution-NonCommercial-NoDerivatives 4.0 Διεθνές *
dc.rights Attribution-NonCommercial-NoDerivatives 4.0 Διεθνές *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/4.0/ *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/4.0/ *
dc.title Effectiveness of rectangular spiral shear reinforcement on infilled R/C frames under cyclic loading en
dc.type Άρθρο σε επιστημονικό περιοδικό el
dc.identifier.doi 10.1080/13632469.2011.560361
dc.publication.category Απαγόρευση δημοσίευσης - Βιβλιογραφική αναφορά el
dc.relation.journal Journal of Earthquake Engineering;Vol. 15, Iss. 8
dc.subject.keyword Infilled R/C Frames el
dc.subject.keyword Experiments el
dc.subject.keyword Shear Reinforcement el
dc.subject.keyword Rectangular Spirals el
dc.subject.keyword Masonry strength el


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Attribution-NonCommercial-NoDerivatives 4.0 Διεθνές Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 Διεθνές