鉄筋コンクリート造内部柱・梁接合部のせん断強度に関する調査及び検討 : コンクリート種類などを変えた場合

概要

論文の詳細を見る
Using the experimental data of the previous studies on the interior beam-column subassemblages made of different types of concrete and focusing mainly on the ultimate shear strength of joints, this study reports the following statements. Comparatively more accurate equations are developed for the prediction of ultimate shear strength of RC joints with transverse beams made of normal weight concrete of 200〜500 kg/cm^2 [Eq. (3a)〜(4b)], RC joints without transverse beams made of light weight concrete of 180〜450 kg/cm^2 [Eq. (5a)〜(6b)] and normal weight concrete of 120〜1200 kg/cm^2 [Eq.7], and SRC joints without transverse beams made of normal weight concrete of 120〜500 kg/cm^2 [Eq. (9a)〜(10b)].
一般社団法人日本建築学会の論文
1991-03-15