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현장타설 연결부를 갖는 철근 콘크리트 휨 부재의 인장증강효과를 고려한 처짐 평가

최진웅 2016년

논문상세정보
인용/피인용
' 현장타설 연결부를 갖는 철근 콘크리트 휨 부재의 인장증강효과를 고려한 처짐 평가' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 곡률
  • 연결부
  • 인장증강효과
  • 처짐
  • 평균 변형률
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
75 0

0.0%

' 현장타설 연결부를 갖는 철근 콘크리트 휨 부재의 인장증강효과를 고려한 처짐 평가' 의 참고문헌

  • 철근콘크리트 휨부재의 성능기반 사용성 모델 개발, 박사학위논문
    이기열 전남대학교, pp. 14∼43, 68∼77 [2005]
  • 사용성 평가를 위한 철근콘크리트 보의 처짐과 균열 거동에 대한 연구, 박사학위논문
    이승배 인하대학교, pp. 4∼28 [2010]
  • 부착응력과 상대슬립을 고려한 철근 콘크리트 부재의 휨균열폭 산정, 박사학위논문
    고원준 성균관대학교, pp. 3∼59, 110 [2002]
  • 모듈러 슬래브교량의 횡방향 연결부 구조적 거동 및 사용성 평가
    박선규 이상승 최진웅 홍성남 한국구조물진단유지관리공학회 논문집, Vol. 18, No. 6, pp. 139∼146 [2014]
  • 긴장된 탄소섬유 보강재로 표면매립 보강된 RC 보의 부착 및 휨 거동 평가, 박사학위논문
    홍성남 성균관대학교, pp. 170∼190 [2010]
  • 국토교통부 , 콘크리트구조설계기준
    한국콘크리트학회, pp. 63∼92 [2012]
  • 국토교통부 , 도로교설계기준(한계상태설계법)
    한국도로교통협회, pp. 5-14 ∼5-32, 5-131∼5-158 [2015]
  • “고강도콘크리트 휨부재의 처짐에 관한 연구”
    김우 이기열 정선희 대한토 목학회논문집, Vol. 22, No. 3A, pp. 631∼640 [2002]
  • “고강도 콘크리트 인장부재의 부착특성과 균열거동에 관한 연구(1) - 인장증강효과를 중심으로
    김우 염환석 이기열 대한토목학회논문집, Vol. 21, No. 5A, pp. 687-697 [2001]
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