曲げ降伏型鉄骨鉄筋コンクリート柱の弾塑性性状 : 解析的検討

概要

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It is considered that the behaviour of short columns is significantly affected by shear strain. From this view point, this report describes a method of the inelastic numerical analysis conformed to the yield criteria for steel and reinforced concrete considering the interaction of normal and shear strain. Analytically investigated items are as follows; (1) effect of shear strain, (2) distribution of normal and shear stress, and, (3) ratio of internal force, that is bending moment and axial force, sustained by the steel section and reinforced concrete section in a composite cross section. The analytical results are compared with the experimental results. Good agreement was observed between these two as far as the load is lower than the maximum load.
社団法人日本建築学会の論文
1982-09-30