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Experimental validation of seismic code provisions for RC columns

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dc.contributor.author Vintzileou, E en
dc.contributor.author Tassios, TP en
dc.contributor.author Chronopoulos, M en
dc.date.accessioned 2014-03-01T01:26:20Z
dc.date.available 2014-03-01T01:26:20Z
dc.date.issued 2007 en
dc.identifier.issn 0141-0296 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/18020
dc.subject Confinement en
dc.subject Cyclic actions en
dc.subject Ductility en
dc.subject Force-response degradation en
dc.subject RC columns en
dc.subject.classification Engineering, Civil en
dc.subject.other Axial loads en
dc.subject.other Codes (standards) en
dc.subject.other Cyclic loads en
dc.subject.other Ductility en
dc.subject.other Reinforced concrete en
dc.subject.other Force-response degradation en
dc.subject.other Seismic code provisions en
dc.subject.other Columns (structural) en
dc.subject.other Axial loads en
dc.subject.other Codes (standards) en
dc.subject.other Columns (structural) en
dc.subject.other Cyclic loads en
dc.subject.other Ductility en
dc.subject.other Reinforced concrete en
dc.subject.other column en
dc.subject.other concrete structure en
dc.subject.other ductility en
dc.subject.other reinforced concrete en
dc.subject.other seismic design en
dc.title Experimental validation of seismic code provisions for RC columns en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.engstruct.2006.08.013 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.engstruct.2006.08.013 en
heal.language English en
heal.publicationDate 2007 en
heal.abstract The aim of the experimental programme was to check the validity of the provisions of Eurocode 8 regarding the confining reinforcement of columns. 37 full-scale specimens were subjected to large cyclic displacements under constant axial load. Single rectangular hoops, even closely spaced, proved to be inadequate, as in most cases the target ductility was not reached. On the contrary, double or triple arrangement of hoops ensured satisfactory behaviour; they ensured acceptable force response degradation (lower than 20%), when the columns were subject to large displacement reversals (compatible with the target ductility). (c) 2006 Elsevier Ltd. All rights reserved. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Engineering Structures en
dc.identifier.doi 10.1016/j.engstruct.2006.08.013 en
dc.identifier.isi ISI:000246837300028 en
dc.identifier.volume 29 en
dc.identifier.issue 6 en
dc.identifier.spage 1153 en
dc.identifier.epage 1164 en


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