000011274 001__ 11274 000011274 005__ 20141205155854.0 000011274 04107 $$aeng 000011274 046__ $$k2008-10-12 000011274 100__ $$aPan, Peng 000011274 24500 $$aCollapse Analysis of 4-Story Steel Moment-Resisting Frames 000011274 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering 000011274 260__ $$b 000011274 506__ $$arestricted 000011274 520__ $$2eng$$aA post-test analysis has been carried out for the shake-table test of a full-scale 4-story steel moment-resisting frame at E-Defense, Japan. The beams, columns and slabs are discretized to shell elements, and nonlinear time-history analysis is carried out by a commercial software package called ABAQUS. The numerical results are compared with the experimental results, and the effects of damping and stiffness on the responses are investigated. 000011274 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000011274 653__ $$aFinite element analysis, Steel frame, Seismic response analysis, Collapse analysis 000011274 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15 000011274 720__ $$aPan, Peng$$iOhsaki, Makoto$$iZhang, Jingyao 000011274 8560_ $$ffischerc@itam.cas.cz 000011274 8564_ $$s5881449$$uhttps://invenio.itam.cas.cz/record/11274/files/S17-01-003.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-01-003. 000011274 962__ $$r9324 000011274 980__ $$aPAPER