The experimental study aims to investigate uniaxial behavior of ultra-high-performance fiber-reinforced composite (UHPFRCC) columns with compressive strengths of 180, 150, and 120 MPa. Eleven square columns and six circular columns will be constructed and tested with uniaxial load. Main variables were the amount and spacing of transverse reinforcement, and concrete compressive strength. The amount and spacing of transverse reinforcement were chosen based on the seismic design provisions of ACI Code (ACI 318-14) and CSA Standard (CSA 2014).

ABSTRACT
 1. 서 론
 2. 실험 계획 및 방법
 3. 실험 결과 및 분석
 4. 결 론
 References

• 민경환(충청대학교 공학기술연구원) | Min Kyung-Hwan
• 장효범(충청대학교 공학기술연구원) | Jang Hyo-Beom
• 정준영(충청대학교 공학기술연구원) | Jeong Jun-Young
• 최홍식(충청대학교 토목공학과) | Choi Hong-Shik