삼각망 철근상세를 갖는 새로운 중공 철근콘크리트 교각단면: I. 개발 및 검증
New Hollow RC Bridge Pier Sections with Triangular Reinforcement Details: I. Development and Verification
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초록
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.
Abstract
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.
참고문헌 (14)
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- 김태훈, "물량저감 철근상세를 갖는 중공 철근콘크리트 교각단면에 관한 매개변수 연구", 한국지진공학회논문집, 17(4), pp.159~169 (2013), 한국지진공학회
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