26 プレストレスを利用して梁に圧着した壁パネルの水平接合部のすべり強度に関する実験的研究

概要

論文の詳細を見る
As for precast shear walls of R/C structure, we have already proposed the system using prestressing for the joint between the wall and beam, in which there is a certain clearance between a precast wall panel and columns of both sides. The mechanical characteristics of the joint of wall to beam using prestressing are not evident, because the shear transfer mechanism on the horizontal joint is complicated. Therefore we don't currently have any method estimating the mechanism quantitatively. In this paper, we clarify the relationship between the shear force of panel and slip deformation at the horizontal joint. In this relationship, it is important to know the additional axial force as increases depending on the deformation of wall panel.
一般社団法人日本建築学会の論文
1997-03-20