In this study, the effect on seismic performance of Binding Column Method(BCM) system was empirically evaluated. Four column models that were confined by different forces and one rare column model as a control were manufactured for cyclic loading test. As a result, in the column retrofitted with BCM, the ultimate displacement and load were increased about 2.5 and 2.0 times. Also, the energy-dissipating capacity of the retrofitted model was improved, compared to a rare column model.

Abstract
 1. 서 론
 2. 실험
 3. 실험결과 및 고찰
 4. 결 론

• 허무원(단국대학교 건축공학과 리모델링연구소) | Hur Moo Won
• 김중호(단국대학교 건축공학과 리모델링연구소) | Kim Joong Ho
• 이용훈(단국대학교 건축공학과) | Lee Yong Hun
• 박태원(단국대학교 건축공학과) | Park Tae Won
• 이상현(단국대학교 건축공학과) | Lee Sang Hyun 교신저자