삼각망 철근상세를 갖는 새로운 중공 철근콘크리트 교각단면: II. 매개변수 연구

서지정보

ㆍ발행기관 : 한국지진공학회 ㆍ수록지정보 : Jorunal of the Earthquake Engineering Society of Korea / 19권 / 3호
ㆍ저자명 : 김태훈, 김호영, 손제국

목차

1. 서 론
2. 새로운 중공 철근콘크리트 교각 단면의 성능 실험
2.1 실험내용
2.2 실험결과 및 분석
3. 새로운 중공 철근콘크리트 교각 단면의 성능 해석
3.1 개 요
3.2 해석결과 및 분석
4. 결 론
/ REFERENCES /

영어 초록

The purpose of this study is to investigate the behavior characteristics of new hollow reinforced concrete (RC) bridge pier sections with triangular reinforcement details and to provide the details and reference data. Among the numerous parameters, this study concentrates on the shape of the section, the reinforcement details and the spacing of the transverse reinforcement. Additional eight column section specimens were tested under quasi-static monotonic loading. In this study, the computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), was used. A innovative confining effect model was adopted for new hollow bridge pier sections. This study documents the testing of new hollow RC bridge pier sections with triangular reinforcement details and presents conclusions based on the experimental and analytical findings.

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