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Nonlinear Dynamic Response Analysis of Steel Frames under Seismic Action
Waseda University, Tokyo, Japan
NRIESDP, Kanagawa, Japan
Computer Modeling in Engineering & Sciences 2006, 11(1), 1-8. https://doi.org/10.3970/cmes.2006.011.001
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A nonlinear dynamic response analysis of a box section steel rigid frame under seismic action is proposed on the basis of a beam model. The average stress-strain relation of the beam model can be formulated for transverse stiffener spacing, in which stress-strain relation after local buckling is assumed. As a result of the present study, the maximum lateral displacements and the residual displacements of a box section steel rigid frame were well estimated by the proposed beam element model that considers the deterioration effect due to local buckling.Keywords
Nonlinear dynamic analysis, Steel frame, Seismic.
Cite This Article
APA Style
Yoda, T., Kodama, N. (2006). Nonlinear Dynamic Response Analysis of Steel Frames under Seismic Action. Computer Modeling in Engineering & Sciences, 11(1), 1–8. https://doi.org/10.3970/cmes.2006.011.001
Vancouver Style
Yoda T, Kodama N. Nonlinear Dynamic Response Analysis of Steel Frames under Seismic Action. Comput Model Eng Sci. 2006;11(1):1–8. https://doi.org/10.3970/cmes.2006.011.001
IEEE Style
T. Yoda and N. Kodama, “Nonlinear Dynamic Response Analysis of Steel Frames under Seismic Action,” Comput. Model. Eng. Sci., vol. 11, no. 1, pp. 1–8, 2006. https://doi.org/10.3970/cmes.2006.011.001
Copyright © 2006 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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