The purpose of this study was to investigate the performance of new hollow reinforced concrete (RC) bridge pier sections with triangular reinforcement details. The proposed triangular reinforcement details are economically feasible and rational and facilitate shorter construction periods. A model of pier sections with triangular reinforcement details was tested under quasi-static monotonic loading. As a result, proposed triangular reinforcement details was equal to existing reinforcement details in terms of required performance. In the companion paper, the parametric study for the performance assessment of new hollow RC bridge pier sections with triangular reinforcement details is performed.

1. 서 론
 2. 새로운 중공 철근콘크리트 교각단면 실험체
  2.1 실험체의 설계
  2.2 실험체의 제작
 3. 새로운 중공 철근콘크리트 교각단면 실험체의파괴실험
  3.1 개요
  3.2 검증 및 고찰
 4. 결 론
 / REFERENCES /

• 김태훈(삼성물산(주) 건설부문 기술개발실) | Kim, Tae-Hoon Corresponding author
• 이승훈(삼성물산(주) 건설부문 기술개발실) | Lee, Seung-Hoon
• 이재훈(영남대학교 건설시스템공학과) | Lee, Jae-Hoon
• 신현목(성균관대학교 건축토목공학부) | Shin, Hyun-Mock