34 弱パネル型角形鋼管柱・H形鋼はり接合部の復元力特性に関する研究

概要

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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 conclusions 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.
一般社団法人日本建築学会の論文
1997-03-20