連続耐震壁の節点剛性マトリックスと有壁ラーメンの解析例 : 耐震壁の節点剛性マトリックスに関する実用解(その3)

概要

論文の詳細を見る
This paper is a follow-up of the paper with same subtitle in the previous Journal of Structural and Construction Engineering (Transactions of AIJ, No. 413, 417, 1990). In the present paper, a practical method for the calculation of stiffness matrix, which is defined on the beam-to-column connections assumed to be rigid zone in elastic continued framed shear walls, is proposed. This proposed method results from a series of studies on practical nodal stiffness matrix of framed shear walls. It is shown to be simple and accurate through numerical results of analyzed examples of frame structures with continued shear walls. Together with the practical nodal stiffness matrices of one-bay one-story framed shear walls, which were proposed in the previous papers, the stiffness matrix presented in this paper will be useful in analyzing the elastic behaviour of the frame structures stiffened with shear walls.
社団法人日本建築学会の論文
1991-03-30