A behavior of FRP(Fiber Reinforced Polymer) panel in a steel frame structure was evaluated through the finite element analysis in this study. In order to numerical analysis, a experimental test results was used to develop a three dimensional finite element model of steel frame specimen. Numerical results of the steel frame specimen was well predicted the experimental behavior of steel frame specimen. Based on the developed three dimensional finite element model of steel frame specimen, the behavior of FRP panel in the steel frame specimen was evaluated. From the numerical analysis results, strength of the steel frame specimen with FRP panel was governed by FRP panel. Also, diagonal compression behavior governed the FRP panel in the steel frame specimen in the numerical analysis results.

1. 서 론
 2. 강골조 프레임의 평면거동 평가
  2.1 강골조 시험체 설계
  2.2 실험방법
  2.3 실험장치 설계
  2.4 실험결과
 3. FRP 패널의 거동평가를 위한 수치해석모델링
  3.1 수치모델링
  3.2 재료구성모델
  3.3 해석결과 및 분석
 4. 결 론
 ACKNOWLEDGMENT
 REFERENCES

• 권민호(경상대학교 토목공학과, 공학연구원) | Kwon, Min-Ho
• 서현수(텍사스 주립대학교 알링턴 캠퍼스) | Seo, Hyun-Su
• 임정희(경상대학교 토목공학과, 공학연구원) | Lim, Jeong-Hee
• 김진섭(경상대학교 토목공학과, 공학연구원) | Kim, Jin-Sup Corresponding author