000011625 001__ 11625
000011625 005__ 20141205155930.0
000011625 04107 $$aeng
000011625 046__ $$k2008-10-12
000011625 100__ $$aShen, J.
000011625 24500 $$aSeismic Demand on Column Splices in Steel Moment Frames

000011625 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011625 260__ $$b
000011625 506__ $$arestricted
000011625 520__ $$2eng$$aThis study addresses concerns related to safety and economy of seismic column splices in steel moment-resisting frames, leading to a balanced seismic design of column splices. A comprehensive analytic investigation consisted of the seismic response analysis of three moment-resisting frames with 4, 9, and 20 stories, respectively, subjected to an ensemble of 20 strong ground motions. The outcomes of the study include comprehensive seismic demand on the column splice and recommended guidelines for a safe and economical design of column splices. The study concludes that the strength demand on the column splice would be on the same order as that of the smaller column when the critical beam-to-column connection reaches its expected maximum deformation capacity, and that it does not appear unreasonable for the current seismic design provisions on the column splice in special moment frames to require the column splice to develop the strength of the smaller column.

000011625 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011625 653__ $$aColumn splice, steel moment frame, seismic design

000011625 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011625 720__ $$aShen, J.$$iSabol, T.$$iAkbas, B.$$iSutchiewcharn, N.$$iCai, W.
000011625 8560_ $$ffischerc@itam.cas.cz
000011625 8564_ $$s271105$$uhttps://invenio.itam.cas.cz/record/11625/files/05-05-0028.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0028.
000011625 962__ $$r9324
000011625 980__ $$aPAPER