This paper evaluates the seismic performance of reinforced concrete(RC) frame strengthed with expansive mortar and steel frame. For this purpose, cyclic loading test was conducted, load-displacement relationship and energy dissipation capacity were evaluated. As a results, RC frame retrofitted with steel frame was increased maximum strength and energy dissipation capacity than conventional RC frame.

Abstract
 1. 서 론
 2. 실험계획 및 방법
 3. 실험결과
 4. 결 론
 참고문헌

• 김대영(충남대학교 건축공학과, 산업대학원) | Kim Dae Young
• 김지현(충남대학교 건축공학과) | Kim Ji Hyeon
• 윤다애(충남대학교 건축공학과) | Youn Da Ae
• 장아연(충남대학교 건축공학과) | Jang Ah Yeon
• 윤현도(충남대학교 건축공학과) | Yun Hyun Do 교신저자