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/20.500.14279/1434
DC FieldValueLanguage
dc.contributor.authorRamirez, Oscar M.-
dc.contributor.authorConstantinou, Michael C.-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.otherΧρυσοστόμου, Κρίστης-
dc.date.accessioned2013-03-06T16:51:32Zen
dc.date.accessioned2013-05-17T05:23:00Z-
dc.date.accessioned2015-12-02T10:13:10Z-
dc.date.available2013-03-06T16:51:32Zen
dc.date.available2013-05-17T05:23:00Z-
dc.date.available2015-12-02T10:13:10Z-
dc.date.issued2002-08-01-
dc.identifier.citationEarthquake spectra, 2002, vol. 18, no. 3, pp. 531-547en_US
dc.identifier.issn87552930-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/1434-
dc.description.abstractThe effect of damping on the response of elastic and inelastic single-degree-of-freedom systems was studied by nonlinear response-history analysis using earthquake histories that matched on average a 2000 NEHRP spectrum on a stiff soil site for a region of high seismic risk. New displacement reduction factors for levels of damping greater than 5% of critical are presented. New equations to relate inelastic and elastic displacements in the short-period range, for levels of damping greater than 5% of critical, are presented. The technical basis for reducing the minimum design base shear in damped buildings by a maximum of 25%, from that required for the corresponding undamped building, is derived based on comparable levels of damage in both the damped and undamped buildings.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofEarthquake Spectraen_US
dc.rights© SAGEen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectDamping (Mechanics)en_US
dc.subjectEarthquakesen_US
dc.subjectSeismologyen_US
dc.titleElastic and inelastic seismic response of buildings with damping systemsen_US
dc.typeArticleen_US
dc.collaborationHigher Technical Institute Cyprusen_US
dc.subject.categoryENGINEERING AND TECHNOLOGYen_US
dc.journalsHybrid Open Accessen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1193/1.1509762en_US
dc.dept.handle123456789/54en
dc.relation.issue3en_US
dc.relation.volume18en_US
cut.common.academicyear2002-2003en_US
dc.identifier.spage531en_US
dc.identifier.epage547en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.journal.journalissn1944-8201-
crisitem.journal.publisherSage-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-7141-7423-
crisitem.author.parentorgFaculty of Engineering and Technology-
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