RCS混合構造フレームにおける柱貫通型柱梁接合部の構造性能に関する研究 : その1 カバープレートで補強されたRCS接合部の応力伝達機構

概要

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A total of three beam-to-column joints for composite structural systems consisting of reinforced concrete columns and steel beams, which are referred to as "composite RCS systems", was tested to investigate the structural performance and the stress transferring mechanisms. The joint details examined are "through column type" of which the joints are reinforced by cover plates and horizontal stiffeners without beam flanges. This paper indicates that using thicker cover plates and arranging extended face bearing plates are effective to enhance the structural performance of the joints. Stress transferring mechanisms in the joints are also discussed using three macro-models.
社団法人日本建築学会の論文
1998-12-30