鉄筋コンクリート造連層耐震壁の曲げ及びせん断ひびわれ幅の算定法 : 鉄筋コンクリート造連層耐震壁の性能評価手法に関する研究(その2)

概要

論文の詳細を見る
For the design based on the performance, the evaluation method for the earthquake resistant performance of the reinforced concrete multi-shear walls is being developed. In this paper, the evaluation method for the flexural and shear crack width of the multi-story shear walls, which is originally developed using some .previous methods is described. The main characteristics of this method are following ; 1) the flexural crack width is calculated using the calculating result of the flexual deformation which is calculated by the proposed method. 2) the shear crack width is calculated using the calculating result of the shear deformation which is calculated by the proposed method. The calculated results by this method corresponded well to the experimental results.
社団法人日本建築学会の論文
2004-01-30