Collapse Analysis of 4-Story Steel Moment-Resisting Frames
Abstract eng: A 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.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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