In this paper, the seismic performance of RC frame with deterioration of structural capacity was evaluated by using capacity spectrum method. And the efficiency of retrofit by using infilled masonry was checked from the evaluation of its seismic capacity for various layout. As a results, it was found that the masonry infill wall increased the stiffness and strength, but reduced ductility.

• 황승범(한국교통대학교 건축공학과 학석사 연계과정) | Hwang, Seung Bum
• 서수연(한국교통대학교 건축공학과 교수, 공학박사) | Seo, Soo Yeon 교신저자
• 이승준(한국교통대학교 건축공학과 석사과정) | Lee, Seung Jun
• 배문용(한국교통대학교 건축공학과 석사과정) | Pei, Wenlong
• 전수민(한국교통대학교 건축공학과 석사과정) | Jeon, Su Min