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角形鋼管柱・H形鋼はり接合部の復元力特性に関する研究 A Study on Restoring Force Characteristics of Box Column-to-H Shaped Beam Connections 高松, 隆夫 タカマツ, タカオ 松尾, 彰 マツオ, アキラ 椋代, 仁朗 ムクダイ, ヨシロウ 石田, 隆宏 イシダ, タカヒロ Takamatsu, Takao Matsuo, Akira Mukudai, Yoshiro Ishida, Takahiro beam-to-column connection plastic strength restoring force characteristics hinge line theory application/pdf The cruciform specimens with the box column-to-H shaped beam connection of various panel strength ratios were carried out under monotonic or cyclic loading, and the plastic panel moments of the beam-to-column connections were estimated by the hinge line theory. The following conclusion were obtained. 1) The plastic panel moments of the panel boundary elements of the cruciform specimens without joint panel can be evaluated by the hinge line theory. 2 ) The restoring force characteristics of the beam-to-column connections under monotonic loading are predicted by adding the characteristics of the joint panel and the panel boundary elements. 3) The restoring force characteristics of the beam-to-column connections under cyclic loading are predicted by applying the kinematic hardening rule to the characteristics under monotonic loading. departmental bulletin paper 広島工業大学 1996 VoR application/pdf 広島工業大学研究紀要 30 105 114 AN0021271X 03851672 https://it-hiroshima.repo.nii.ac.jp/record/564/files/kenkyukiyo30105.pdf https://it-hiroshima.repo.nii.ac.jp/records/564 jpn