Numerical behavior of reinforced concrete(RC) column with GFRP seismic reinforcement was evaluated through the finite element analysis in this study. For the numerical analysis, a experimental test results was used to develop a nonlinear three dimensional finite element model of RC column with GFRP seismic reinforcement. The developed the nonlinear three dimensional finite element model of RC column with GFRP seismic reinforcement was well predicted the behavior, maximum strength and initial stiffness, of RC column with GFRP seismic reinforcement.

• 권민호(경상대학교 토목공학과, 교수, 공학박사) | Kwon, Min Ho
• 김진섭(경상대학교 토목공학과, 조교수, 공학박사) | Kim, Jin Sup Corresponding author
• 임정희(경상대학교 토목공학과, 박사수료) | Lim, Jeonghee
• 정영석(경상대학교 토목공학과, 박사과정) | Jung Youngsuk