The precast-buckling restrained braces(PC-BRB) reinforced with engineering plastics that can compensate for the disadvantages in the manufacturing process of the existing buckling restrained brace. In this study, to examine the applicability of PC-BRB to actual structures, example structures similar to school facilities were selected and the reinforcement effect was analyzed analytically according to the damping design procedure of PC-BRB. Load-displacement curve through the incremental loading test appeared similar to the bilinear curve. Applying test result, Analytical model of PC-BRB model was constructed and applied to the example structure. As a result of the analysis, the PC-BRB showed stable hysteresis behavior without lowering the strength, and the inter story drift ratio and the shear force were reduced due to the damping effect. In addition, the reduction ratio of the shear force was similar to the reduction ratio assumed when designing the damping device.

Abstract
1. 서론
2. PC-BRB 구조성능 실험
    2.1 실험체 계획
    2.2 실험결과
3. 보강 전 구조물의 내진성능평가
    3.1 해석개요
    3.2 해석결과
4. 보강 후 내진성능평가
    4.1 PC-BRB 제진설계 절차
    4.2 보강 후 해석결과
5. 결론
References

• 김유성((주)플러스구조) | Kim Yu-Seong (Plus Structural Engineers & Associates Manager)
• 박병태(메트로티엔씨(주)) | Park Byung-Tae (Metro T&C, Research Institute, CTO)
• 이준호(서일대학교 건축학부) | Lee Joon-Ho (School of Architecture, Seoil University) 교신저자