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      KCI등재

      물량저감 철근상세를 갖는 중공 철근콘크리트 교각단면의 개발

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      https://www.riss.kr/link?id=A100158533

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      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.
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      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 rational...

      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.

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      참고문헌 (Reference)

      1 선창호, "횡방향철근이 감소된 중공사각단면 교각의 내진거동 특성" 한국지진공학회 13 (13): 51-65, 2009

      2 김태훈, "중공원형 철근콘크리트 교각의 횡방향철근에 따른 내진성능평가" 한국지진공학회 16 (16): 13-26, 2012

      3 Lee JH, "The study of design variables for hollow circular reinforced concrete columns" 1016-1019, 2011

      4 Yeh YK, "Seismic performance of rectangular hollow bridge columns" ASCE 128 (128): 60-68, 2002

      5 Yeh YK, "Seismic performance of hollow circular bridge piers" 98 (98): 862-871, 2001

      6 Park KS, "Seismic behaviors of circular RC bridge columns by lap-splices length of longitudinal reinforcements – an analytical study" 16 : 79-82, 2012

      7 Chung YS, "Quasi-static test for seismic performance of circular hollow RC bridge pier" 3 (3): 41-53, 1999

      8 Ministry of Construction and Transportation, "Korea Highway Bridge Design Code"

      9 Sun CH, "Improvement of seismic detailing of bridge columns with hollow sections" 15 : 75-78, 2011

      10 Zahn FA, "Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face" 87 (87): 156-166, 1990

      1 선창호, "횡방향철근이 감소된 중공사각단면 교각의 내진거동 특성" 한국지진공학회 13 (13): 51-65, 2009

      2 김태훈, "중공원형 철근콘크리트 교각의 횡방향철근에 따른 내진성능평가" 한국지진공학회 16 (16): 13-26, 2012

      3 Lee JH, "The study of design variables for hollow circular reinforced concrete columns" 1016-1019, 2011

      4 Yeh YK, "Seismic performance of rectangular hollow bridge columns" ASCE 128 (128): 60-68, 2002

      5 Yeh YK, "Seismic performance of hollow circular bridge piers" 98 (98): 862-871, 2001

      6 Park KS, "Seismic behaviors of circular RC bridge columns by lap-splices length of longitudinal reinforcements – an analytical study" 16 : 79-82, 2012

      7 Chung YS, "Quasi-static test for seismic performance of circular hollow RC bridge pier" 3 (3): 41-53, 1999

      8 Ministry of Construction and Transportation, "Korea Highway Bridge Design Code"

      9 Sun CH, "Improvement of seismic detailing of bridge columns with hollow sections" 15 : 75-78, 2011

      10 Zahn FA, "Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face" 87 (87): 156-166, 1990

      11 Eurocode 2, "Design of Concrete Structures – Part 1: General Rules and Rules for Buildings"

      12 Korea Concrete Institute, "Concrete Structural Design Code"

      13 Kim TH, "Analytical approach to evaluate the inelastic behaviors of reinforced concrete structures under seismic loads" 5 (5): 113-124, 2001

      14 AASHTO, "AASHTO LRFD Bridge Design Specifications. 4th Edition" 2007

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.48 0.48 0.44
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.39 0.35 0.664 0.17
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