水平荷重をうける 3 層有開口独立耐震壁の応力分布 (II) : 置換トラス法による耐震壁の研究第 6 報

抄録

From the results of some three-storied walls with opening subjected to uniformly distributed lateral loads was analyzed by a lattice analogy, the distributions of the stresses, σ_x, σ_y and τ has been shown in Part V which has the same title. In this report, the distributions of the maximum and minimum principal stress, the directions of those principal stresses, the stress concentrations at the corners of the rectangular opening, the ratio Q_w/Q between the shearing force produced in the wall part and the story shear, the position y_0 of the inflection point on the column, the shearing force Q_b of the beams and the axial force N of the column at each story, and the bendiing moment M transmitted from the column bottom to the base are investigated.