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물량저감 중공 철근콘크리트 교각의 성능평가를 위한 비선형 지진해석

Nonlinear Seismic Analysis for Performance Assessment of Hollow RC Bridge Columns with Reinforcement Details for Material Quantity Reduction

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참고문헌

키워드

주제분류토목공학

초록

The purpose of this study is to investigate the seismic performance of hollow RC bridge columns with reinforcement details for material quantity reduction. The proposed reinforcement details provide economy, are rational and shorthen the construction periods. The accuracy and objectivity of the assessment process can be enhanced by using a sophisticated nonlinear finite element analysis program. Solution of the equations of motion is obtained by numerical integration using Hilber-Hughes-Taylor (HHT) algorithm. The adopted numerical method gives a realistic prediction of seismic performance throughout the input ground motions for several test specimens investigated. As a result, the proposed reinforcement details for material quantity reduction develop equal performance to that required for existing reinforcement details.

Abstract

The purpose of this study is to investigate the seismic performance of hollow RC bridge columns with reinforcement details for material quantity reduction. The proposed reinforcement details provide economy, are rational and shorthen the construction periods. The accuracy and objectivity of the assessment process can be enhanced by using a sophisticated nonlinear finite element analysis program. Solution of the equations of motion is obtained by numerical integration using Hilber-Hughes-Taylor (HHT) algorithm. The adopted numerical method gives a realistic prediction of seismic performance throughout the input ground motions for several test specimens investigated. As a result, the proposed reinforcement details for material quantity reduction develop equal performance to that required for existing reinforcement details.

참고문헌 (21)

  1. 김태훈, "물량저감 철근상세를 갖는 중공 철근콘크리트 교각단면의 개발", 한국지진공학회논문집, 17(3), pp.107~115 (2013), 한국지진공학회
  2. 김태훈, "물량저감 철근상세를 갖는 중공 철근콘크리트 교각단면에 관한 매개변수 연구", 한국지진공학회논문집, 17(4), pp.159~169 (2013), 한국지진공학회
  3. 김태훈, "물량저감 철근상세를 갖는 중공 철근콘크리트 교각 시스템: I. 개발 및 검증", 한국지진공학회논문집, 18(1), pp.1~8 (2014), 한국지진공학회
  4. 김태훈, "물량저감 철근상세를 갖는 중공 철근콘크리트 교각 시스템: II. 실험 및 해석", 한국지진공학회논문집, 18(1), pp.9~18 (2014), 한국지진공학회
  5. 정영수, "주철근 겹침이음된 RC교각의 근단층 지반운동에 대한 진동대 응답과 분석", 콘크리트학회 논문집, 20(4), pp.451~458 (2008), 한국콘크리트학회
  6. 김익현, "축방향철근 겹침이음길이에 따른 RC원형 교각의 거동특성 - 실험적 연구 -", 한국지진공학회논문집, 16(6), pp.47~56 (2012), 한국지진공학회
  7. Phan VT, "Near Fault (Near Field) Ground Motion Effects on Reinforced Concrete Bridge Columns", pp.2005
  8. 김정한, "안정대륙권역의 중규모지진에 의한 근단층지반운동의 모델링", 한국지진공학회논문집, 10(3), pp.101~111 (2006), 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. Kim TH, "Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: Theory and formulation", Journal of Structural Engineering, 129(9), pp.1199~1207 (2003), ASCE
  13. Kim TH, "Seismic damage assessment of reinforced concrete bridge columns", Engineering Structures, 27(4), pp.576~592 (2005)
  14. Kim TH, "Performance assessment of reinforced concrete bridge columns using a damage index", Canadian Journal of Civil Engineering, 34(7), pp.843~855 (2007)
  15. Kim TH, "Seismic performance assessment of reinforced concrete bridge columns with lap splices using shaking table tests", Magazine of Concrete Research, 61(9), pp.705~719 (2009)
  16. 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)
  17. Taylor RL, "FEAP - A Finite Element Analysis Program, Version 7.2. Users Manual, Volume 1 and Volume 2", ~ (2000)
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  19. Hilber HM, "Improved numerical dissipation for time integration algorithms in structural dynamics", Earthquake Engineering and Structural Dynamics, 5, pp.282~292 (1977)
  20. Hughes TJR, "The Finite Element Method" (1987), Prentice-Hall
  21. Seismic Evaluation and Retrofit of Concrete Buildings, "Applied Technology Council", ~, pp.ATC-40 (1996)

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