鉄筋コンクリート柱, はり部材の終局せん断耐力ならびに降伏変形の評価

概要

論文の詳細を見る
This study aims to derive the formulas for evaluating the ultimate shear strength and the yield deformation of reinforced concrete columns and beams subjected to antisymmetrical bending moment. Three failure modes which are based on truss and arch mechanism, bond splitting failure and diagonal shear failure are taken into account in the formulas of the ultimate shear strength. Consequently, the ultimate shear strength can be evaluated accurately. Furthermore, the formulas of the yield deformation are theoretically composed in consideration of deformation mechanisms of reinforced concrete columns and beams. Then, fairly well agreement between experimental and calculated results of the yield deformation is shown.
社団法人日本建築学会の論文
1993-10-30