Seismic Response of a Concrete Frame with Weak Beam-Column Joints

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dc.authorid0000-0003-0962-9174en_US
dc.contributor.authorBayhan, Beyhan
dc.contributor.authorMoehle, J. P.
dc.contributor.authorYavari, S.
dc.contributor.authorElwood, K. J.
dc.contributor.authorLin, S. H.
dc.contributor.authorWu, C. L.
dc.date.accessioned2021-03-20T20:15:14Z
dc.date.available2021-03-20T20:15:14Z
dc.date.issued2015
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractA reduced-scale, planar, two-story by two-bay reinforced concrete frame with weak beam-column joints was subjected to earthquake simulations on a shaking table. The beam-column joints did not contain transverse reinforcement, as is typical in older construction designed without attention to detail for ductile response. A series of linear and nonlinear analytical models of the frame were developed in accordance with American Society of Civil Engineers standards and subjected to the input base motions. The goodness of fit between analytical and measured results depended on the details of the analytical model. Reasonably accurate reproduction of the measured response was obtained only by modeling the inelastic responses of both columns and beam-column joints. The results confirm the importance of modeling nonlinear joint behavior in older concrete buildings with deficient beam-column joints.en_US
dc.description.sponsorshipU.S. National Science Foundation as part of the NEES Grand Challenge Project on Mitigation of Collapse Risk in Vulnerable Concrete Buildings [0618804]; National Science Council of TaiwanMinistry of Science and Technology, Taiwan [NSC94-2625-Z-492-005]en_US
dc.description.sponsorshipThis study was funded by the U.S. National Science Foundation as part of the NEES Grand Challenge Project on Mitigation of Collapse Risk in Vulnerable Concrete Buildings, under Award No. 0618804 to the Pacific Earthquake Engineering Research Center, University of California, Berkeley. The laboratory tests were funded in part by the National Science Council of Taiwan under Award No. NSC94-2625-Z-492-005. The funding, facilities, and technical support from the National Center for Research on Earthquake Engineering of Taiwan are gratefully acknowledged. All opinions expressed are solely those of the authors and do not necessarily represent the views of the funding agencies.en_US
dc.identifier.doi10.1193/071811EQS179Men_US
dc.identifier.endpage315en_US
dc.identifier.issn8755-2930
dc.identifier.issn1944-8201
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage293en_US
dc.identifier.urihttp://doi.org/10.1193/071811EQS179M
dc.identifier.urihttps://hdl.handle.net/20.500.12885/1168
dc.identifier.volume31en_US
dc.identifier.wosWOS:000349807100014en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorBayhan, Beyhan
dc.language.isoenen_US
dc.publisherEarthquake Engineering Research Insten_US
dc.relation.ispartofEarthquake Spectraen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject[No Keywords]en_US
dc.titleSeismic Response of a Concrete Frame with Weak Beam-Column Jointsen_US
dc.typeArticleen_US

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