プレファブ化パネルで補強した在来工法木造住宅軸組の開発研究

概要

論文の詳細を見る
The development of open shear frame with non-structural low-rize wall of contemporary timber houses has been carried out. In order to make such a open shear frame named type Z to be earthquake resistant, a prefabricated low-rize paneled wall is fixed on the same position. This type of shear frame is called type P. A shear frame which nailed by structural boards on one side of type P and nailed by gypsum boards on the other side is called type PPG. A shear frame which nailed by gypsum boards on both sides of type P is called type PGG. Cyclic horizontal loading tests of these frames were carried out. The main results are as follows; The ultimate strength of type Z is 10.8 kN, type P is 24.0 kN, type PPG is 57.3 kN and type PGG is 44.8 kN. The damping coefficients of type Z and P increase from 9% to 17% as a relative shear angle of frame becomes larger, and these of type PPG and PGG distribute from 15% to 17%.
一般社団法人日本建築学会の論文
2001-03-20