コンクリート充填円形鋼管柱・鉄骨梁接合部パネルの弾塑性性状に関する研究

概要

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The authors have previously proposed a non-linear load deformation relation model for predicting the elasto plastic behavior of the panel zone of steel beam to concrete-filled circular tubular steel column connections. This model is based on the superposition of the tri-linear relation for the steel tube and the infill concrete. This research verifies the analytical model by comparison with experimental result of the various experiment parameters. The analytical results agree approximately with the experimental results up to a large shear deformation. Moreover, a simple model based on a tri-linear relation is proposed for the panel zone, which produces the same result as the non-linear relation model by comparison with the experiment result.
社団法人日本建築学会の論文
2001-12-30