鉄筋コンクリート耐震壁の非線形解析手法と適用性 : 鉄筋コンクリート壁状構造物の非線形解析手法に関する研究(その2)

概要

論文の詳細を見る
A finite element analytical method for reinforced concrete (RC) shear walls subjected to lateral force is proposed using constitutive laws developed on the basis of in-plane shear loading test results of RC panels. Shear wall specimens with differences in concrete strength, shear span ratio, loading condition and reinforcement quantity were analyzed to verify applicability of the proposed method. The analytical results of 57 specimens gave good agreements with the test results on load-deflection relationships, ultimate strengths and failure modes. Especially good approximations were provided on the ultimate strengths under various conditions. It is concluded that the proposed method has wide applicability in the prediction of the strength of RC shear walls.
社団法人日本建築学会の論文
1992-01-30