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New Hollow RC Bridge Pier Sections with Triangular Reinforcement Details: II. Parametric Study

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

  • Kim, Tae-Hoon (Technology Development Division, Samsung C&T Corporation) ;
  • Kim, Ho-Young (Department of Civil Engineering, Yeungnam University) ;
  • Son, Je-Kuk (Technology Development Division, Samsung C&T Corporation)
  • 김태훈 (삼성물산(주) 건설부문 기술개발실) ;
  • 김호영 (영남대학교 건설시스템공학과) ;
  • 손제국 (삼성물산(주) 건설부문 기술개발실)
  • Received : 2014.12.09
  • Accepted : 2015.03.31
  • Published : 2015.05.01

Abstract

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.

Keywords

References

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Cited by

  1. New Hollow RC Bridge Piers with Triangular Reinforcement Details vol.20, pp.1, 2016, https://doi.org/10.5000/EESK.2016.20.1.021