한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제17권3호
  • /
  • Pages.107-115
  • /
  • 2013
  • /
  • 1226-525X(pISSN)
  • /
  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
권호 표지
DOI QR코드

DOI QR Code

물량저감 철근상세를 갖는 중공 철근콘크리트 교각단면의 개발

Development of Hollow Reinforced Concrete Bridge Column Sections with Reinforcement Details for Material Quantity Reduction

  • 김태훈 (삼성물산(주) 건설부문 기술연구센터) ;
  • 이재훈 (영남대학교 건설시스템공학과) ;
  • 신현목 (성균관대학교 건축토목공학부)
  • Kim, Tae-Hoon (Construction Technology Center, Samsung C&T Corporation) ;
  • Lee, Jae-Hoon (Department of Civil Engineering, Yeungnam University) ;
  • Shin, Hyun-Mock (School of Civil and Architectural Engineering, Sungkyunkwan University)
  • 투고 : 2012.11.21
  • 심사 : 2012.02.21
  • 발행 : 2013.05.02
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

The purpose of this study was to investigate the performance of hollow reinforced concrete bridge column sections with reinforcement details for material quantity reduction. The proposed reinforcement details has have economic feasibility and rationality and makes construction periods shorter. A model of column sections with reinforcement details for material quantity reduction was tested under quasistatic monotonic loading. As a result, the proposed reinforcement details for material quantity reduction was were equal to existing reinforcement details in terms of the required performance. In the a subsequent paper, the an experimental and analytical study will be performed for the performance assessment of hollow reinforced concrete bridge column sections with reinforcement details for material quantity reduction will be performed.

키워드

참고문헌

  1. Zahn FA, Park R, Priestely MJN. Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face. ACI Structural Journal. 1990;87(2):156-166.
  2. Chung YS, Han GH, Lee KK, Lee DH. Quasi-static test for seismic performance of circular hollow RC bridge pier. Journal of the Earthquake Engineering Society of Korea. 1999;3(2):41-53.
  3. Kim TH, Kang HT. Seismic performance assessment of hollow circular reinforced concrete bridge columns with confinement steel. Journal of the Earthquake Engineering Society of Korea. 2012; 16(1):13-25. https://doi.org/10.5000/EESK.2012.16.1.013
  4. Yeh YK, Mo YL, Yang Y. Seismic performance of hollow circular bridge piers. ACI Structural Journal. 2001;98(6):862-871.
  5. Yeh YK, Mo YL, Yang Y. Seismic performance of rectangular hollow bridge columns. Journal of Structural Engineering, ASCE. 2002;128(1):60-68. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(60)
  6. Sun CH, Kim IH. Seismic characteristics of hollow rectangular sectional piers with reduced lateral reinforcements. Journal of the Earthquake Engineering Society of Korea. 2009;13(3):51-65. https://doi.org/10.5000/EESK.2009.13.3.051
  7. Sun CH, Kim IH. Improvement of seismic detailing of bridge columns with hollow sections. Proceedings of EESK Conference. 2011;15:75-78.
  8. Lee JH, Choi JH, Lee BJ, Bae JJ, Kim HY. The study of design variables for hollow circular reinforced concrete columns. Proceedings of the Korean Society of Civil Engineers. 2011:1016-1019.
  9. Ministry of Construction and Transportation. Korea Highway Bridge Design Code. c2010.
  10. Kim TH, Shin HM. Analytical approach to evaluate the inelastic behaviors of reinforced concrete structures under seismic loads. Journal of the Earthquake Engineering Society of Korea. 2001; 5(2):113-124.
  11. Korea Concrete Institute. Concrete Structural Design Code. c2007.
  12. AASHTO. AASHTO LRFD Bridge Design Specifications. 4th Edition, c2007.
  13. Park KS, Seo HY, Kim IH, Sun CH. Seismic behaviors of circular RC bridge columns by lap-splices length of longitudinal reinforcements - an analytical study. Proceedings of EESK Conference. 2012; 16:79-82.
  14. Eurocode 2. Design of Concrete Structures - Part 1: General Rules and Rules for Buildings, EN1992-1. European Committee for Standardization. Brussel. c2004.

피인용 문헌

  1. Parametric Study on Hollow Reinforced Concrete Bridge Column Sections with Reinforcement Details for Material Quantity Reduction vol.17, pp.4, 2013, https://doi.org/10.5000/EESK.2013.17.4.159
  2. Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: I. Development and Verification vol.18, pp.1, 2014, https://doi.org/10.5000/EESK.2014.18.1.001
  3. Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: II. Experiments and Analyses vol.18, pp.1, 2014, https://doi.org/10.5000/EESK.2014.18.1.009
  4. Nonlinear Seismic Analysis for Performance Assessment of Hollow RC Bridge Columns with Reinforcement Details for Material Quantity Reduction vol.18, pp.5, 2014, https://doi.org/10.5000/EESK.2014.18.5.221
  5. New Hollow RC Bridge Pier Sections with Triangular Reinforcement Details: I. Development and Verification vol.19, pp.3, 2015, https://doi.org/10.5000/EESK.2015.19.3.109
  6. New Hollow RC Bridge Pier Sections with Triangular Reinforcement Details: II. Parametric Study vol.19, pp.3, 2015, https://doi.org/10.5000/EESK.2015.19.3.121