立体骨組の崩壊機構と任意方向復元力(実験的研究その3)

概要

論文の詳細を見る
This paper continued from the last number and the contents of this report are as follows. A series of test pieces made out of reinforced concrete cantilever columns (the area of section; 20 cm x 20 cm, the length; 50 cm), which are reinforced with four steel deformed bars in the four corners (the ratio of area; 1.27%-413series) and with eight steel deformed bars in the four corners and in the four midsides (1.43%-810series and 2.54%-813series), the all of them hooped with steel round bars at intervals of 50 mm (0.318%), were tested and examined. We adapted them to the four hysteresis types of lateral force with the principal direction and the diagonal direction under the constsnt axial force (σo=40 kg/cm^2, 80kg/cm^2, 120 kg/cm^2) and obtained the following result. The maximum moment of the diagonal directiom can be estimated by Fc and N. (413series)
近畿大学の論文
1981-12-01