鋼構造筋違付骨組の復元力特性

概要

論文の詳細を見る
A rule which governs the behavior of steel members subject to arbitrarily repeated and reversed axial force was sought after, and the experimental curves are compared with the predicting curves constructed according to this rule to demonstrate its validity. The load-deformation relationship of the centrally compressed bars which covers the post-buckling region, as the next step, was simplified to enable it to be used in the practical aseismic design. Finally, it was suggested that the load-deformation relationship of the steel frames equipped with diagonal bracings under repeated and reversed horizontal loading could be constructed by combining the hysteretic curve of one pair of diagonal bracing thus obtained and that of the steel frame. With respect to the hysteretic behavior of steel frames, a sufficient information has already been given by the authors elsewhere.
社団法人日本建築学会の論文
1977-10-30