@article{oai:mie-u.repo.nii.ac.jp:00004908,
 author = {Morino, Shosuke and Uchida, Yasuhiro and Yoshimura, Yukitoshi and Iuchi, Hiroshi and Koyama, Takeshi},
 journal = {Research reports of the Faculty of Engineering, Mie University},
 month = {Dec},
 note = {application/pdf, In the course of the structural design, the dynamic response analysis is usually performed for the planer frames, separated from the prototype three-dimensional frame. Thus, the structural behavior is independently investigated in two orthogonal directions. Three-dimensional dynamic behavior of the members and structures is not yet well clarified, and the method for the safety evaluation is not established. The paper first introduces the results of the shaking table tests of steel cantilever beam-columns with H-shaped or square hollow section subjected to uniaxial or biaxial bending by the ground motion of the sinusoidal wave, with the results of the dynamic analysis. Then discussed is the elasto-plastic dynamic response behavior of steel beam-columns failing in the local buckling and/or the lateral-torsional buckling, focusing the effects of the experimental parameters ; shape of the cross section, width-to-thickness ratio, direction and frequency of the ground motion, and amount of mass eccentricity. In general, the lateral instability behavior observed in the shaking table tests seems more drastic than that observed in the static loading tests, and if this is true, the present design provisions may need be amended.},
 pages = {69--89},
 title = {Shaking Table Tests of Steel Beam-Columns under Biaxial Bending},
 volume = {15},
 year = {1990}
}