This research was studied on seismically strengthened RC columns with Strain Hardening Cementitious Composites(SHCC). The seismic performance of the SHCC-RC composite columns in SDOF system was evaluated by the concepts of seismic performance-based design approaches; the Capacity Spectrum Method(CSM), the Direct Displacement Based Design(DDBM) and the Displacement Coefficient Method(DCM).

• 조창근(조선대학교 건축공학과 교수, 공학박사) | Cho Chang Geun
• 김호연(조선대학교 철근콘크리트복합구조 연구실) | Kim Hoyeon