In this study, the Buckling restrained braces reinforced with engineering plastics that can compensate for the disadvantages in the manufacturing process of the existing buckling restrained brace. The proposed PC-BRB was fabricated to evaluate the reinforcement effect by carrying out a structural performance test and a full-scale two-layer frame test through cyclic loading test. As a result of PC-BRB's incremental and cyclic loading test, stable hysteresis behavior was achieved within the target displacement, and the compressive strength adjustment coefficient satisfied the recommendation. As a result of the real frame experiment, the strength of the reinforced specimen increased compared to the unreinforced specimen, and the ductility and energy dissipation increased.

Abstract
1. 서론
2. PC-BRB 개요
    2.1 PC-BRB의 구성
    2.2 PC-BRB의 설계
3. PC-BRB 성능실험
    3.1 실험체 계획 및 실험 방법
    3.2 실험 결과
4. 보강골조 성능실험
    4.1 실험체 계획
    4.2 하중조건 및 실험 방법
    4.3 실험 결과
5. 결론
References

• 김유성(영남대학교 일반대학원 건축학과) | Kim Yu-Seong (Dept. of Architecture, Yeungnam University)
• 김기철(서일대학교 건축공학과) | Kim Gee-Chul (School of Architecture Seoil University)
• 강주원(영남대학교 건축학부) | Kang Joo-Won (Dept. of Architecture, Yeungnam University)
• 이준호(서일대학교 건축공학과) | Lee Joon-Ho (School of Architecture, Seoil University) 교신저자