木質接着パネル耐力壁における合板の層内せん断破壊に関する実験的研究 : 木質接着パネル構法における耐力壁のせん断挙動に関する研究(第2報)

概要

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This study is an arrangement of structure behavior about rolling shear destruction (strength) of wooden panels construction experimentally. The purpose of this study is to define correlativity of plywood shear buckling and shear stress distribution by material experiment, experiment on pint-sized bearing wall, and experiment actual-size bearing wall model. Shearing test of pint-sized bearing wall model showed that shear stress distribution is inequality in the wake of buckling. And, it became clear experimentally that rolling shear bearing force by experiment on actual-size bearing wall is 0.87〜1.11 times as low as by estimated equation of shear strength. There ware defined correlation between shear buckling and shear stress as maximum bearing force by comparing shear stress as maximum bearing force with estimated equation of shear strength.
社団法人日本建築学会の論文
2007-08-30