Please use this identifier to cite or link to this item: https://ktisis.cut.ac.cy/handle/10488/9885
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dc.contributor.authorGarcia, Reyes-
dc.contributor.authorHajirasouliha, Iman-
dc.contributor.authorPilakoutas, Kypros-
dc.contributor.authorHelal, Yasser-
dc.contributor.authorJemaa, Yaser-
dc.contributor.authorGuadagnini, Maurizio-
dc.contributor.authorPetkovski, Mihail-
dc.contributor.authorMongabure, Philippe-
dc.contributor.authorAnca Ciupala, Mihaela-
dc.contributor.authorKyriakides, Nicholas-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorIlki, Alper-
dc.contributor.authorSaiidi, Mehdi Saiid-
dc.contributor.authorTorres, Lluís-
dc.contributor.authorTaranu, Nicolae-
dc.contributor.authorBudescu, Mihai-
dc.contributor.otherΚυριακίδης, Νικόλας-
dc.contributor.otherΧρυσοστόμου, Κρίστης-
dc.date.accessioned2017-02-23T12:46:25Z-
dc.date.available2017-02-23T12:46:25Z-
dc.date.issued2014-01-01-
dc.identifier.citationGeotechnical, Geological and Earthquake Engineering Volume 26, 2014, Pages 187-202en_US
dc.identifier.isbn978-331900457-0-
dc.identifier.urihttp://ktisis.cut.ac.cy/handle/10488/9885-
dc.description.abstractThe European research project BANDIT investigated the effectiveness of a novel Post-Tensioned Metal Strapping (PTMS) strengthening technique at improving the seismic performance of deficient RC buildings using shake table tests. A full-scale two-story structure was designed with inadequate reinforcement detailing of columns and beam-column joints so as to simulate typical deficient buildings in Mediterranean and developing countries. Initial shaking table tests were carried out until significant damage was observed in the beam-column joints.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.publisherKluwer Academic Publishersen_US
dc.rights© Springer International Publishing Switzerland 2014en_US
dc.subjectPost-Tensioned Metal Strappingen_US
dc.subjectMediterranean and developing countriesen_US
dc.subjecttable testsen_US
dc.titleShake table tests on deficient RC buildings strengthened using post-tensioned metal strapsen_US
dc.typeBook Chapteren_US
dc.doi10.1007/978-3-319-00458-7_11en_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Sheffielden_US
dc.collaborationGif sur Yvette Cedexen_US
dc.collaborationUniversity of East Londonen_US
dc.collaborationIstanbul Technical Universityen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscription Journalen_US
dc.countryCyprusen_US
dc.countryUnited Kingdomen_US
dc.countryTurkeyen_US
dc.countryFranceen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
cut.common.academicyear2019-2020en_US
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.languageiso639-1other-
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.orcid0000-0002-8956-7155-
crisitem.author.orcid0000-0002-7141-7423-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Κεφάλαια βιβλίων/Book chapters
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