The purpose of this paper is to verify the seismic strengthening effect of R/C buildings strengthened with the Carbon Fiber Composite Cable (CFCC) In this study, a three-story R/C building that constructed in the 1980s was selected, and its seismic performance before and after strengthening was evaluated based on the nonlinear dynamic analyses of members levels. The result indicated that the seismic strengthening effect of the proposed CFCC method was verified in terms of both strength and ductility demands, compared to the building before strengthening.

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• 김가람(전남대학교 대학원 건축공학과 석사과정) | Kim, Ga Lam
• 이원훈(전남대학교 대학원 건축공학과 석사과정) | Lee, Won Hun
• 정주성(전남대학교 대학원 건축공학과 석사과정) | Jung, Jue Sung
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