鉄筋コンクリート造片側そで壁付き柱の終局強度に関する実験的研究

概要

論文の詳細を見る
Four specimens were tested representing reinforced concrete column with a wing wall to investigate seismic performance of the member with an irregular section. The specimens were one-half scale columns combined with a wing wall only on one side in the loading direction. The section and reinforcement details were planned following the previous tests on columns with wing walls on both sides. The effects of asymmetric horizontal section, reinforcement details and varying axial force on seismic performance were investigated. The ultimate strengths of the members were identified with the observed failure modes. The measured flexural and shear strengths were compared with the calculated strengths based on the conventional design formula as well as new formula, which had been proposed by the authors with the results of the first test series.
一般社団法人日本建築学会の論文
2009-03-27