著者

孟 令樺 大井 謙一 高梨 晃一

出版者

一般社団法人日本建築学会

雑誌

日本建築学会構造系論文報告集 (ISSN:09108025)

巻号頁・発行日

no.437, pp.115-124, 1992-07-30

被引用文献数

22

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In this papaer, inelastic portion of steel beam-columns are modeled as a simple mechanism composed of inelastic bars and a shear panel. A hysteresis rule for the bar behaviors is also proposed in consideration of strain-hardening, softening due to Bauschinger's effect, and resistance deterioration due to local buckling failure as well. The parameters of the model are calibrated to the results of monotonic loading tests on H-shaped and box-shaped members. Then the response analysis based on the model was performed and compared with the results of the on-line earthquake response tests. It was confirmed that their global responses were well predicted by the present model.