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NTIS 바로가기Engineering structures, v.24 no.9, 2002년, pp.1153 - 1163
Chung, Heon-Soo (Department of Architectural Engineering, Chung-Ang University, Huksuk-Dong, Dongjak-Ku, Seoul, South Korea, 156-756) , Yang, Keun-Hyeok (Department of Architectural Engineering, Chung-Ang University, Huksuk-Dong, Dongjak-Ku, Seoul, South Korea, 156-756) , Lee, Young-Ho (Department of Architectural Engineering, Dongwon College of Technology, San 1 - 1, Shinchon-ri, Shilchon-myun, Kwangju-kun, kyunggido, South Korea, 464-870) , Eun, Hee-Chang (Department of Architectural Engineering, Cheju National University, Cheju, North Korea, 690-756)
AbstractThe objective of this study is to present a stress–strain relation of confined concrete from an empirical study of 65 columns. Experimental parameters include the strength of concrete, the volumetric ratio, strength, and confinement type of rectilinear ties, and the distribution of lo...
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