新形式鉄筋コンクリート柱の靭性改善に関する研究

概要

論文の詳細を見る
The authors present a new concept to improve the performance of columns subjected to large displacements in the inelastic range. To lead transverse cracks prevent slant cracks caused the shear failure by inserting steel plates. These effectiveness are brought by separating concrete section and steel plates reinforcement. This paper describes the effectiveness of the steel plates inserted in a column and introduces another type with a new concept using the precast concrete blocks. The following conclusions can be obtained. 1) By inserting steel plates in a column the cyclic loading performance can be improved much caused separating concrete section. 2) By using the precast block the cyclic loading performance can be also improved. 3) These effectiveness are brought by changing the destruction mechanism of R/C columns.
社団法人日本建築学会の論文
1995-01-30