Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14159
DC FieldValueLanguage
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorKyriakides, Nicholas-
dc.contributor.authorKappos, A.J.-
dc.contributor.authorKouris, L.-
dc.contributor.authorPapanikolaou, V.-
dc.contributor.authorDimitrakopoulos, E. G.-
dc.contributor.authorGiouvanidis, A. I.-
dc.contributor.authorGeorgiou, E.-
dc.date.accessioned2019-06-28T06:45:06Z-
dc.date.available2019-06-28T06:45:06Z-
dc.date.issued2014-01-01-
dc.identifier.citation4th International fib Congress, FIB 2014, Renaissance Hotel Mumbai and Convention CentrePowai, Mumbai, India, 10 February 2014 through 14 February 2014en_US
dc.identifier.isbn9788173719196-
dc.description4th International fib Congress 2014: Improving Performance of Concrete Structures, FIB 2014 - Proceedings 2014, Pages 122-124en_US
dc.description.abstractThe vulnerability of existing buildings to seismic forces and their retrofitting is an international problem. The majority of structures in seismic-prone areas worldwide are structures that have been designed either without the consideration of seismic forces, or using previous codes of practice specifying lower levels of seismic forces. In Cyprus, after the three earthquakes that occurred in 1995, 1996, and 1999, the Cyprus State, acting in a pioneering way internationally, has decided the seismic retrofitting of all school buildings, taking into account the sensitivity of the society towards these structures, which house the future generation of the society. In this paper the details of the over 10 year ongoing retrofitting programme of the school buildings of Cyprus are presented and two representative school buildings are chosen for further detailed investigation as far as their retrofitting is concerned. Non-linear analysis is conducted on calibrated analytical models of the two buildings in order to derive fragility curves. These curves are used to perform benefit-cost and life-cycle analysis and evaluate the effectiveness of the retrofitting programme.en_US
dc.language.isoenen_US
dc.relationSeismic Safety and Vulnerability Mitigation of Scool Buildingsen_US
dc.subjectFragility curvesen_US
dc.subjectOptimum retrofit levelen_US
dc.subjectSchoolsen_US
dc.subjectSeismic retrofittingen_US
dc.titleSeismic safety and vulnerability mitigation of school buildingsen_US
dc.typeConference Papersen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationCity University Londonen_US
dc.collaborationAristotle University of Thessalonikien_US
dc.collaborationHong Kong University of Science and Technologyen_US
dc.collaborationTechnical Services of the Ministry of Education and Culture of Cyprusen_US
dc.subject.categoryCivil Engineeringen_US
dc.countryCyprusen_US
dc.countryUnited Kingdomen_US
dc.countryGreeceen_US
dc.countryHong Kongen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceInternational fib Congressen_US
dc.identifier.scopus2-s2.0-85011875973-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85011875973-
cut.common.academicyear2013-2014en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.languageiso639-1en-
crisitem.project.grantnoS-BUILD-
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-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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