鉄筋コンクリート耐震壁の配筋方法と剛性について

概要

論文の詳細を見る
Two types of reinforcing the concrete shear wall panel, diagonally reinforcing type and vertically-transversally reinforcing type, were compared through analyzing and testing. For this purpose the shear walls were analyzed by the finite element method. And also 31 specimens were used in order to discuss the stiffeness before and after diagonal crack. Typical results may be summarized as follows. 1) The diagonally reiforcing is more effective than the vertically-transversally reinforcing on the stiffeness of the shear wall. 2) The diagonally reinforcing is also very effective to prevent the panel concrete from decreasing the stiffeness at both states before and after crack. 3) The stiffeness of wall with vertically-transversally reinforcing after crack can be estimated by using the half value of elastic ratio of concrete.
一般社団法人日本建築学会の論文
1993-03-20