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Nonlinear Dynamic Response Analysis of Steel Frames under Seismic Action

by T.Yoda1, N.Kodama2

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

Abstract

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.

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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



cc 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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