鉄骨構造露出形式柱脚部における基礎コンクリートの支圧強度に関する実験的研究

概要

論文の詳細を見る
In this paper, from the results carried out the centrally applied compressive load tests, the eccentrically applied compressive load tests and the lateral load tests under constant axial compressive forces to investigate the bearing strength of footings, conclusions are obtained as follows, as basic data for the ultimate strength design of the exposed type of steel column bases. The ultimate bending strength of footings is able to predict by using an empirical formula of the bearing strength in consideration of the flexural strength and flexural rigidity of base plates and the height of footings. And the ultimate bending strength of footings is able to predict by assuming the distribution of the bearing stress as a second degree parabola or a rectangle.
社団法人日本建築学会の論文
1991-09-30