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 |
https://dspace.lib.ntua.gr/xmlui/handle/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 |