著者
滝口 克己 長嶋 俊雄 伊礼 朋次
出版者
日本建築学会
雑誌
日本建築学会構造系論文集 (ISSN:13404202)
巻号頁・発行日
vol.59, no.466, pp.155-163, 1994
被引用文献数
5 5

This paper discusses the strength of a new SRC column. The SRC column is a small size steel encased reinforced concrete column using high strength concrete and high strength hoops. This SRC column is developed in order to have high shear earring capacity and ductitle performance. Seven SRC column specimens were provided and tested. The concrete section of the specimens was 20×20 cm, the steel section 100×50×5×7 mm. Each specimen was subjected to cyclic and reversal bending moment and shear force under constant axial force. Experimental results indicate that the new SRC column has adequate properties as expected.