The paper presents an experimental evaluation of RC columns retrofitted by TRC(Textile fabric Reinforced Concrete). TRC were made using textile fabric fiber and self leveling mortar. A total of three specimens was constructed and was performed cyclic loading test. One specimen was a non-retrofitted column, while others were retrofitted with textile fabric and sheet type fiber. By comparing with non-retrofitted specimen, the maximum strength and ductility of retrofitted RC column was improved compared to non-retrofitted RC column.

ABSTRACT
 1. 서 론
 2. 실험 개요 및 결과
  2.1 실험 계획 및 방법
  2.2 실험결과
 3. 결 론
 References

• 장준호(계명대학교 토목공학전공) | Chang Chun-Ho
• 김승직(계명대학교 건축공학전공) | Kim Sung-Jig
• 김시윤(계명대학교 건축공학과) | Kim Si-Yun
• 신상영(계명대학교 토목공학과) | Shin Sang-Young