Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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The Ductile Behavior of High-Strength R/C Columns Subjucted to Reversed Cyclic and Axial Loads

축력과 반복횡력을 받는 고강도 R/C기둥의 연성거동 확보

  • 신성우 (한양대학교 건축공학과) ;
  • 이지영 (한양대학교 대학원 건축공학과) ;
  • 한범석 (한양대학교 대학원 건축공학과) ;
  • 안종문 (한양대학교 건축공학과) ;
  • 이광수 (여주대학 건축공학과)
  • Published : 1998.10.01
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Abstract

An experimental investigation was conducted to examine the behavior of high strength R/C columns subjected to reversed cyclic and axial loads and to find the relationship between amounts of lateral reinforcement and axial loads ratios. The test parameters of column specimens were the compressive strength of concrete($f`_c$=250, 320, 460, $517kg/\textrm{cm}^2), $ the yield strength of longitudinal steel($f_y$=3700, $5254kg/\textrm{cm}^2), $ axial load ratio(0.3, 0.5, 0.6$f`_cA_g$). The results indicated that axial load can significantly affect and alter the behavior of HS R/C column under inelastic cyclic loadings. Also we found that the relationship between amounts of lateral reinforcement and axial load ratios was $\rho$ =(0.37η+0.15)f`/f.

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