In this study, the shake table test of the damaged reinforced concrete frame was carried out and the damage and dynamic response characteristics were evaluated. The static lateral-cyclic test for the specimen was followed by the dynamic test. As a result of the shake table test, damage was concentrated on existing cracks and the maximum inter-story drift ratio was calculated as 1.94% at the final excitation step.

• 백은림(부산대학교 지진방재연구센터) | Baek, Eun Rim
• 김경민((재)한국건설생활환경시험연구원) | Kim, Kyung Min
• 천주현((재)한국건설생활환경시험연구원) | Cheon, Ju Hyun
• 김태진((재)한국건설생활환경시험연구원) | Kim, Tae Jin
• 임남기(동명대학교 건축공학과) | Lim Nam Gi