Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/8683
DC FieldValueLanguage
dc.contributor.authorKyriakides, Nicholas-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorTantele, Elia-
dc.contributor.authorVotsis, Renos-
dc.date.accessioned2016-07-15T11:22:08Z-
dc.date.available2016-07-15T11:22:08Z-
dc.date.issued2015-11-
dc.identifier.citationSoil Dynamics and Earthquake Engineering, 2015, vol. 78, pp. 116–126en_US
dc.identifier.issn1879341X-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/8683-
dc.description.abstractThe quantification of the devastating effects of earthquakes on buildings can be achieved with the use of earthquake risk assessment. The formulation of strategies to minimise this risk is a complex task which relies on data regarding mainly the hazard, vulnerability and remaining life of the building. In this paper, the case study of Limassol municipality is presented. Initially, the building inventory and categorisation is defined followed by the selection of hazard scenarios and the development of analytical vulnerability curves. In the final part, risk assessment is performed leading to the formulation of retrofitting strategies for long term use.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen_US
dc.rights© Elsevieren_US
dc.subjectSeismic vulnerabilityen_US
dc.subjectEarthquake risk assessmenten_US
dc.subjectFragility curvesen_US
dc.subjectLife expectancyen_US
dc.subjectRisk mitigationen_US
dc.subjectCyprusen_US
dc.titleFramework for the derivation of analytical fragility curves and life cycle cost analysis for non-seismically designed buildingsen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.soildyn.2015.07.008en_US
dc.dept.handle123456789/148en
dc.relation.volume78en_US
cut.common.academicyear2014-2015en_US
dc.identifier.spage116en_US
dc.identifier.epage126en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
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.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.orcid0000-0003-2666-8044-
crisitem.author.orcid0000-0002-4433-2184-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
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