袖壁つきRC造柱の最大耐力以降の挙動の評価法

概要

論文の詳細を見る
The objectives of this study were to propose a simplified method to evaluate load defection relationship of reinforced concrete columns with side walls which could be used in the practical design procedure. The flexural and shear behaviors of columns was discussed separately and the load deflection relationship of columns was evaluated according to their failure mode. The design equation for shear strength proposed by AIJ (Design guidelines for earthquake resistant reinforced concrete buildings based on inelastic displacement concept) was applied with some modification to evaluate shear behavior of columns with irregular section. Characterized points such as flexural cracking point, yielding point, losing point of design lateral load carrying capacity and losing point of design axial load carrying capacity were considered in the flexural behavior.
社団法人日本建築学会の論文
2003-04-30