@Article{cmes.2006.011.001,
AUTHOR = {T. Yoda,  N. Kodama},
TITLE = {Nonlinear Dynamic Response Analysis of Steel Frames under Seismic Action},
JOURNAL = {Computer Modeling in Engineering \& Sciences},
VOLUME = {11},
YEAR = {2006},
NUMBER = {1},
PAGES = {1--8},
URL = {http://www.techscience.com/CMES/v11n1/24890},
ISSN = {1526-1506},
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.},
DOI = {10.3970/cmes.2006.011.001}
}