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Failure modes of in-filled frames

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dc.contributor.author Asteris, PG en
dc.contributor.author Kakaletsis, DJ en
dc.contributor.author Chrysostomou, CZ en
dc.contributor.author Smyrou, EE en
dc.date.accessioned 2014-03-01T02:02:00Z
dc.date.available 2014-03-01T02:02:00Z
dc.date.issued 2011 en
dc.identifier.issn 14439255 en
dc.identifier.uri http://hdl.handle.net/123456789/29288
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-84855865537&partnerID=40&md5=0670e2a732845920a78503c3f8547971 en
dc.subject Crack pattern en
dc.subject Cyclic loads en
dc.subject Failure modes en
dc.subject In-filled frames en
dc.subject In-fills with openings en
dc.subject.other Analysis and design en
dc.subject.other Classification scheme en
dc.subject.other Crack patterns en
dc.subject.other Earthquake resistant en
dc.subject.other In-filled frames en
dc.subject.other In-fills with openings en
dc.subject.other Lateral loads en
dc.subject.other Literature reviews en
dc.subject.other Methodological approach en
dc.subject.other Un-reinforced masonry walls en
dc.subject.other Cracks en
dc.subject.other Cyclic loads en
dc.subject.other Earthquake resistance en
dc.subject.other Masonry materials en
dc.subject.other Walls (structural partitions) en
dc.subject.other Failure modes en
dc.title Failure modes of in-filled frames en
heal.type journalArticle en
heal.publicationDate 2011 en
heal.abstract The main objective of this paper is to present a general classification scheme of the failure modes of in-filled frames, both with and without openings. For the former, the existing classification is summarized based on a literature review. For the latter, recent experimental results on frames in-filled with unreinforced masonry walls with openings and subjected to slowly applied cyclic lateral loads are used, and a number of different failure modes (crack patterns) of masonry in-filled frames are identified and classified into distinct categories. Such a classification of failure modes improves substantially the understanding of the earthquake resistant behaviour of in-filled frames and leads to better methodological approaches regarding their modelling, analysis and design. en
heal.journalName Electronic Journal of Structural Engineering en
dc.identifier.volume 11 en
dc.identifier.spage 11 en
dc.identifier.epage 20 en


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