横方向プレストレスによる鉄筋コンクリート柱のせん断ひび割れ制御と終局耐力の評価

概要

論文の詳細を見る
According to a regulation of performance formation for building design method, damage of reinforced concrete building should be controlled, such as a crack. Both of a crack generation and a residual crack width on a column need to be controlled. This study considered evaluation method of shear damage strength, i.e., to make the index of target value which makes the residual crack width on the column by introducing lateral direction prestress. Consequently, it is recognized from this study that the improvement of shear crack strength and shear damage strength on the column by introducing lateral prestress. Lateral prestress is so effective that performing not only for design which controls the shear crack width, but also the prevention design of the shear crack.
社団法人日本建築学会の論文
2004-03-30