@article{oai:mie-u.repo.nii.ac.jp:00004849,
 author = {Uchida, Yasuhiro and 内田, 保博 and Morino, Shosuke and 森野, 捷輔},
 journal = {Research reports of the Faculty of Engineering, Mie University},
 month = {Dec},
 note = {application/pdf, The biaxial bending behavior of a rectangular box steel beam-column involving local buckling is investigated by the analysis. The analysis is carried out numerically by assuming the degrading type of stress-strain relation that represents the effect of local buckling. The biaxial moment-curvature relation is obtained for a beam-column which is subjected to the cyclic or monotonic loading in such a way that the curvatures about principal axes change in a fixed proportion. The paper discusses the inelastic biaxial bending behavior of beam-column with the degrading stress-strain relation, and proposes a concept for estimating the aseismic safety and earthquake-resistant capacity is proposed for the column involving local buckling.},
 pages = {55--67},
 title = {Biaxial Bending Moment-Curvature Relation of Box Beam-Column with Degrading Stress-Strain Relation},
 volume = {11},
 year = {1986}
}