Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/14212
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Shing, P. Benson | - |
dc.contributor.author | Stavridis, Andreas N. | - |
dc.contributor.author | Koutromanos, Ioannis A. | - |
dc.contributor.author | Willam, Kaspar | - |
dc.contributor.author | Blackard, Ben | - |
dc.contributor.author | Kyriakides, Marios | - |
dc.contributor.author | Billington, Sarah L. | - |
dc.contributor.author | Arnold, Scott | - |
dc.date.accessioned | 2019-07-01T08:23:49Z | - |
dc.date.available | 2019-07-01T08:23:49Z | - |
dc.date.issued | 2009-12-01 | - |
dc.identifier.citation | 2009 ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, San Francisco, CA, United States, 9 December 2009 through 11 December 2009 | en_US |
dc.identifier.isbn | 978-078441084-4 | - |
dc.identifier.issn | 2-s2.0-77950833161 | - |
dc.identifier.issn | https://api.elsevier.com/content/abstract/scopus_id/77950833161 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/14212 | - |
dc.description.abstract | This paper summarizes some of the findings of a research project that investigates the seismic performance of masonry-infilled, non-ductile, RC frames, including the development of reliable analytical methods for performance assessment and effective retrofit techniques. Quasi-static tests were conducted on small and large-scale, single-story, single-bay, RC frames infilled with brick masonry walls with and without openings. Some of the infill walls were strengthened with an engineered cementitious composite material. Furthermore, two 2/3-scale, three-story, two-bay, masonry-infilled, RC frames were tested on a shake table. One was tested with no retrofit measures, and the other had infill walls strengthened with the engineered cementitious composite and fiber reinforced polymeric material in the first and second stories, respectively. The tests have demonstrated the effectiveness of the retrofit measures. Computation models that combine smeared and discrete cracks have been developed and validated by the experimental data. Some of the experimental and numerical results are presented in this paper. © 2009 ASCE. | en_US |
dc.language.iso | en | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | Masonry materials | en_US |
dc.subject | Infilled frame | en_US |
dc.title | Seismic performance of non-ductile RC frames with brick infill | en_US |
dc.type | Conference Papers | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.collaboration | University of California | en_US |
dc.collaboration | Stanford University | en_US |
dc.collaboration | University of Colorado | en_US |
dc.collaboration | Fyfe Co | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.country | Cyprus | en_US |
dc.country | United States | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.relation.conference | ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures | en_US |
dc.identifier.doi | 10.1061/41084(364)102 | en_US |
dc.identifier.scopus | 2-s2.0-77950833161 | - |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/77950833161 | - |
cut.common.academicyear | 2009-2010 | en_US |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.fulltext | No Fulltext | - |
item.grantfulltext | none | - |
item.openairetype | conferenceObject | - |
item.openairecristype | http://purl.org/coar/resource_type/c_c94f | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-8240-9226 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
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