1. Ktisis Cyprus University of Technology
  2. Cyprus University of Technology (Research Output)
  3. Άρθρα/Articles
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Πεδίο DCΤιμήΓλώσσα
dc.contributor.authorTantele, Elia-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorVotsis, Renos-
dc.contributor.authorKyriakides, Nicholas-
dc.date.accessioned2013-03-06T15:30:22Zen
dc.date.accessioned2013-05-17T10:30:38Z-
dc.date.accessioned2015-12-09T13:52:01Z-
dc.date.available2013-03-06T15:30:22Zen
dc.date.available2013-05-17T10:30:38Z-
dc.date.available2015-12-09T13:52:01Z-
dc.date.issued2012-12-
dc.identifier.citationSoil Dynamics and Earthquake Engineering, 2012, vol. 43, pp. 58-68en_US
dc.identifier.issn02677261-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4501-
dc.description.abstractThe current study investigates the dynamic characteristics of two historical monuments in Cyprus, the St. Nicholas Cathedral in Famagusta and the St. Mamas Church in Morphou. The testing was performed using the ambient vibration survey approach and the output-only method for both structures, to obtain the frequencies and mode shapes of the lower modes. These results contributed in the updating of the finite element models and in the planning of the monitoring strategy that was implemented for these structures, as well as the study for their seismic vulnerability. Comparisons are made between the measured and finite element model dynamic characteristics, and conclusions are drawn.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen_US
dc.rights© Elsevieren_US
dc.subjectSoil mechanics--Abstractsen_US
dc.subjectGeotechnical engineeringen_US
dc.subjectFamagusta (Cyprus)--Historyen_US
dc.titleAmbient Vibration Testing of Two Masonry Monuments in Cyprusen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.reviewpeer reviewed-
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.soildyn.2012.07.015en_US
dc.dept.handle123456789/148en
dc.relation.volume43en_US
cut.common.academicyear2012-2013en_US
dc.identifier.spage58en_US
dc.identifier.epage68en_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.openairetypearticle-
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.orcid0000-0003-2666-8044-
crisitem.author.orcid0000-0002-7141-7423-
crisitem.author.orcid0000-0002-4433-2184-
crisitem.author.orcid0000-0002-8956-7155-
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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