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 represents a typical Korean school constructed in the 1980s was selected, and its seismic performance before and after strengthening was evaluated based on the nonlinear dynamic analyses. 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

• 이강석(전남대학교 건축학부 교수, 공박) | Lee, Kang Seok Corresponding Author
• 이원훈(전남대학교 대학원 건축공학과 석사과정) | Lee Won Hun
• 김가람(전남대학교 대학원 건축공학과 석사과정) | Kim, Ga Lam
• 정주성(전남대학교 대학원 건축공학과 석사과정) | Jung, Jue Sung
• 김상구(전남대학교 건축공학과 학사과정) | Kim, Sang Gu