Seismic Response of Steel Frame Structures
Abstract eng: The paper deals with analysis of the dynamic response of steel orthogonal frames with non-linear semi-rigid connections under the seismic loads. Chen-Lui exponential curve was used for the mathematical modelling of the non-linear beam-column connections. Direct integration of the equations of motion was performed with the so-called α-procedure. The general numerical procedure was programmed in MATLAB and used for numerical example presented in this paper.
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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