木質系開口壁パネルのせん断耐力に関する研究 : 第 1 報合板を表面材に用いた開口パネルのせん断耐力推定式の提案

概要

論文の詳細を見る
It is necessary to know the performance of wooden wall panels with opening in order to estimate the real shear strength of prefabricated wooden structures from results of unit-panel racking tests. However, a great deal of labour will be required to assume the shear strength of panels with various openings based on experiment alone. In the first place I propose below three theoretical formulae to estimate the shear strength of them followed by a description of their characteristics. The formulae are as follows; (i) Window type and horizontal slit type opening panels [numerical formula]…(I) (ii) Door type and vertical slit type opening panels (with spandrel-wall) [numerical formula]…(II) (iii) Vertical slit type opening panels (without spandrel-wall) [numerical formula]…(III) The above-mentioned formulae are proposed on the assumption that the whole panel undergoes a pure-shear deformation in case of (i) and (ii), and that the wing-walls undergo a rotatory deformation in case of (iii).
社団法人日本建築学会の論文
1975-07-30