This study investigates the seismic performance of new hollow reinforced concrete (RC) bridge piers with triangular reinforcement details. The developed triangular reinforcement details are economically feasible and rational, and facilitate shorter construction periods. We tested a model of new hollow RC bridge piers with triangular reinforcement details under a constant axial load and a quasi-static, cyclically reversed horizontal load. We used a computer program, Reinforced Concrete Analysis in Higher Evaluation System Technology (RCAHEST), for analysis of RC structures. The used numerical method gives a realistic prediction of seismic performance throughout the loading cycles for several hollow pier specimens investigated. As a result, developed triangular reinforcement details for material quantity reduction was equal to existing reinforcement details in terms of required performance.

1. 서 론
2. 삼각망 철근상세를 갖는 새로운 중공 철근콘크리트 교각의 내진성능 실험
3. 삼각망 철근상세를 갖는 새로운 중공 철근콘크리트 교각의 비선형 해석
4. 삼각망 철근상세를 갖는 새로운 중공 철근콘크리트 교각의 내진성능평가
5. 결 론
/ REFERENCES /

• 김태훈(삼성물산(주) 건설부문 기술개발실) | Kim, Tae-Hoon Corresponding Author
• 김호영(영남대학교 건설시스템공학과) | Kim, Ho-Young
• 이재훈(영남대학교 건설시스템공학과) | Lee, Jae-Hoon
• 신현목(성균관대학교 건축토목공학부) | Shin, Hyun-Mock