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물량저감 철근상세를 갖는 중공 철근콘크리트 교각 시스템: I. 개발 및 검증

Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: I. Development and Verification

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참고문헌

키워드

주제분류토목공학

초록

The purpose of this study was to investigate the performance of hollow reinforced concrete bridge column systems with reinforcement details for material quantity reduction. The proposed reinforcement details have economic feasibility and rationality and make construction periods shorter. A model of hollow reinforced concrete bridge columns was tested under a constant axial load and a quasi-static cyclically reversed horizontal load. As a result, proposed reinforcement details for material quantity reduction were equal to existing reinforcement details in terms of required performance. The companion paper presents the experimental and analytical study for the performance assessment of hollow reinforced concrete bridge column systems with reinforcement details for material quantity reduction.

Abstract

The purpose of this study was to investigate the performance of hollow reinforced concrete bridge column systems with reinforcement details for material quantity reduction. The proposed reinforcement details have economic feasibility and rationality and make construction periods shorter. A model of hollow reinforced concrete bridge columns was tested under a constant axial load and a quasi-static cyclically reversed horizontal load. As a result, proposed reinforcement details for material quantity reduction were equal to existing reinforcement details in terms of required performance. The companion paper presents the experimental and analytical study for the performance assessment of hollow reinforced concrete bridge column systems with reinforcement details for material quantity reduction.

참고문헌 (14)

  1. Zahn FA, "Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face", ACI Structural Journal, 87(2), pp.156~166 (1990)
  2. Chung YS, "Quasi-static test for seismic performance of circular hollow RC bridge pier", Journal of the Earthquake Engineering Society of Korea, 3(2), pp.41~53 (1999)
  3. Yeh YK, "Seismic performance of hollow circular bridge piers", ACI Structural Journal, 98(6), pp.862~871 (2001)
  4. Yeh YK, "Seismic performance of rectangular hollow bridge columns", Journal of Structural Engineering, 128(1), pp.60~68 (2002), ASCE
  5. Mo YL, "Seismic performance of hollow bridge columns", ACI Structural Journal, 100(3), pp.337~348 (2003)
  6. Cheon JH, "Inelastic behavior and ductility capacity of circular hollow reinforced concrete bridge piers under earthquake", Magazine of Concrete Research, 64(10), pp.919~930 (2012)
  7. 선창호, "횡방향철근이 감소된 중공사각단면 교각의 내진거동 특성", 한국지진공학회논문집, 13(3), pp.51~65 (2009), 한국지진공학회
  8. 김태훈, "물량저감 철근상세를 갖는 중공 철근콘크리트 교각단면의 개발", 한국지진공학회논문집, 17(3), pp.107~115 (2013), 한국지진공학회
  9. Ministry of Construction and Transportation, "Korea Highway Bridge Design Code", ~ (2010)
  10. Korea Concrete Institute, "Concrete Structural Design Code", ~ (2012)
  11. AASHTO, "AASHTO LRFD Bridge Design Specifications", ~ (2012)
  12. Park KS, "Seismic behaviors of circular RC bridge columns by lap-splices length of longitudinal reinforcements – an analytical study", Proceedings of EESK Conference, 16, pp.79~82 (2012)
  13. 김익현, "축방향철근 겹침이음길이에 따른 RC원형 교각의 거동특성 - 실험적 연구 -", 한국지진공학회논문집, 16(6), pp.47~56 (2012), 한국지진공학회
  14. Park R, "Ductility evaluation from laboratory and analytical testing", Proc. of the Ninth World Conference on Earthquake Engineering, 7, pp.605~616 (1988)

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