部分壁体試験に基づく土壁のせん断力-変形角関係及び壁倍率の推定方法と検証

概要

論文の詳細を見る
A portion-wall test method is presented in this paper to predict the shear performance of Japanese traditional mud walls based on their lateral load carrying mechanism. It was already clarified through our recent research that this mechanism consisted of the four resistant structural components. The three kinds of portion-wall specimen, cut from the mud wall considering the carrying mechanism, were applied to predict the hysteretic envelope of shear force-deformation curve and also the bracing unit multiplier of the original mud wall. The predictions for the four different types of mud wall specification were much similar in all cases to the corresponding experimental results of shear wall test, and the validity of the proposed method was thus confirmed.
社団法人日本建築学会の論文
2007-11-30