1. Ktisis Cyprus University of Technology
  2. Cyprus University of Technology (Research Output)
  3. Άρθρα/Articles
Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/8685
DC FieldValueLanguage
dc.contributor.authorGarcia, Reyes-
dc.contributor.authorHajirasouliha, Iman-
dc.contributor.authorGuadagnini, Maurizio-
dc.contributor.authorHelal, Yasser-
dc.contributor.authorJemaa, Yaser-
dc.contributor.authorPilakoutas, Kypros-
dc.contributor.authorMongabure, Philippe-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorKyriakides, Nicholas-
dc.contributor.authorIlki, Alper-
dc.contributor.authorBudescu, Mihai-
dc.contributor.authorTaranu, Nicolae-
dc.contributor.authorCiupala, Mihaela Anca-
dc.contributor.authorTorres, Lluis-
dc.contributor.authorSaiidi, M.-
dc.date.accessioned2016-07-15T11:24:33Z-
dc.date.available2016-07-15T11:24:33Z-
dc.date.issued2014-10-17-
dc.identifier.citationJournal of Earthquake Engineering, 2014, vol. 18, no. 2, pp. 187-213en_US
dc.identifier.issn1559808X-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/8685-
dc.description.abstractThe effectiveness of a novel Post-Tensioned Metal Strapping (PTMS) technique at enhancing the seismic behavior of a substandard RC building was investigated through full-scale, shake-table tests during the EU-funded project BANDIT. The building had inadequate reinforcement detailing in columns and joints to replicate old construction practices. After the bare building was initially damaged significantly, it was repaired and strengthened with PTMS to perform additional seismic tests. The PTMS technique improved considerably the seismic performance of the tested building. While the bare building experienced critical damage at an earthquake of PGA = 0.15 g, the PTMS-strengthened building sustained a PGA = 0.35 g earthquake without compromising stability.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Earthquake Engineeringen_US
dc.rights© Taylor & Francisen_US
dc.subjectShaking Table Testsen_US
dc.subjectSeismic Strengtheningen_US
dc.subjectSubstandard RC Buildingsen_US
dc.subjectBeam-Column Joints Post-Tensioned Metal Strapsen_US
dc.subjectInter-Story Driften_US
dc.titleFull-scale shaking table tests on a substandard RC building repaired and strengthened with Post-Tensioned Metal Strapsen_US
dc.typeArticleen_US
dc.collaborationUniversity of Sheffielden_US
dc.collaborationIstanbul Technical Universityen_US
dc.collaborationTechnical University “Gheorghe Asachi”en_US
dc.collaborationUniversity of East Londonen_US
dc.collaborationUniversity of Gironaen_US
dc.collaborationUniversity of Nevadaen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryUnited Kingdomen_US
dc.countryFranceen_US
dc.countryCyprusen_US
dc.countryTurkeyen_US
dc.countryRomaniaen_US
dc.countrySpainen_US
dc.countryUnited Statesen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1080/13632469.2013.847874en_US
dc.dept.handle123456789/148en
dc.relation.issue2en_US
dc.relation.volume18en_US
cut.common.academicyear2014-2015en_US
dc.identifier.spage187en_US
dc.identifier.epage2013en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.journal.journalissn1559-808X-
crisitem.journal.publisherTaylor & Francis-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-7141-7423-
crisitem.author.orcid0000-0002-8956-7155-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
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