水平荷重をうける 3 層無開口独立耐震壁の応力分布について : 置換トラス法による耐震壁の研究・第 3 報

概要

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Some 3 storied seismic walls subjected to lateral uniformly distributed load were analysed by a lattice analogy. (See Part I, II). From these results, the author demonstrated the distributions of the stresses and obtained as follows : 1. σ_x has small values generally, but are affected considerably by the frames. 2. σ_y varies straightly almost near the center of the wall, but at the other parts they are seriously affected by their frames. 3. τ has the distributions similar as the elementary theory, and the effects of the frame on τ are little. 4. For σ_1 consists of the previous stresses, in character, are alike τ at the upper stories and σ_y at the lower, respectively. However, these relations are varied extremely with the variation of the stiffness of their frames.
社団法人日本建築学会の論文
1967-02-28