Title |
Failure Behavior of Hollow Circular RC Column According to the Spacing of Spirals
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DOI |
https://doi.org/10.11112/jksmi.2016.20.6.046 |
Keywords |
형상비 ; 횡철근비 ; 중공기둥 ; 강도감소 ; 변위연성도 Aspect ratio ; Transverse steel ratio ; Hollow column ; Strength degradation ; Displacement ductility |
Abstract |
Three small scale hollow circular reinforced concrete columns(4.5 aspect ratio) were tested under cyclic lateral load with constant axial load. Diameter of section is 400 mm, hollow diameter is 200 mm. The selected test variable are transverse steel ratio
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