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      KCI등재후보 SCIE SCOPUS

      Deflection prediction for reinforced concrete deep beams = Deflection prediction for reinforced concrete deep beams

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      https://www.riss.kr/link?id=A104354144

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      다국어 초록 (Multilingual Abstract)

      A simplified method, developed from the softened strut-and-tie model, for determining the mid-span deflection of deep beams at ultimate state is proposed. The mid-span deflection and shear strength predictions of the proposed model are compared with t...

      A simplified method, developed from the softened strut-and-tie model, for determining the mid-span deflection of deep beams at ultimate state is proposed. The mid-span deflection and shear strength predictions of the proposed model are compared with the experimental data collected from 70 simply supported reinforced concrete deep beams, loaded with concentrated loads located at a distance a from an end reaction. The comparison shows that the proposed model can accurately predict the mid-span deflection and shear strength of deep beams with different shear span-to-depth ratios, different concrete strengths, and different horizontal and vertical hoops.

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      참고문헌 (Reference)

      1 Hwang,S.J, "Strength prediction for discontinuity regions failing in diagonal compressions by softened strut-and-tie model" ASCE 128 (128): 1519-1526, 2002

      2 Bali,I, "Strength and deflection prediction of double-curvature reinforced concrete squat walls" 27 (27): 501-521, 2007

      3 Hwang,S.J, "Shear strength prediction for deep beams" 97 (97): 367-376, 2000

      4 Smith,K.N, "Shear strength of deep beams" 79 (79): 201-213, 1982

      5 Russo,G, "Reinforced concrete deep beams-shear strength model and design formula" 102 (102): 429-437, 2005

      6 Gere,J.M, "Mechanics of materials" PWS Publishing Company 1997

      7 Tan,K.H, "Main tension steel in high-strength concrete deep and short beams" 94 (94): 752-768, 1997

      8 Tang,C.Y, "Interactive mechanical model for shear strength of deep beams" ASCE 130 (130): 1534-1544, 2004

      9 Tan,K.H, "High-strength concrete deep beams with effective span and shear span variations" 92 (92): 395-405, 1995

      10 Aguilar,G, "Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams" 99 (99): 539-548, 2002

      1 Hwang,S.J, "Strength prediction for discontinuity regions failing in diagonal compressions by softened strut-and-tie model" ASCE 128 (128): 1519-1526, 2002

      2 Bali,I, "Strength and deflection prediction of double-curvature reinforced concrete squat walls" 27 (27): 501-521, 2007

      3 Hwang,S.J, "Shear strength prediction for deep beams" 97 (97): 367-376, 2000

      4 Smith,K.N, "Shear strength of deep beams" 79 (79): 201-213, 1982

      5 Russo,G, "Reinforced concrete deep beams-shear strength model and design formula" 102 (102): 429-437, 2005

      6 Gere,J.M, "Mechanics of materials" PWS Publishing Company 1997

      7 Tan,K.H, "Main tension steel in high-strength concrete deep and short beams" 94 (94): 752-768, 1997

      8 Tang,C.Y, "Interactive mechanical model for shear strength of deep beams" ASCE 130 (130): 1534-1544, 2004

      9 Tan,K.H, "High-strength concrete deep beams with effective span and shear span variations" 92 (92): 395-405, 1995

      10 Aguilar,G, "Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams" 99 (99): 539-548, 2002

      11 Tan,K.H, "Effect of web reinforcement on high-strength concrete deep beams" 94 (94): 572-582, 1997

      12 Vecchio,F.J, "Compression response of cracked reinforced concrete" ASCE 119 (119): 3590-3610, 1993

      13 American Concrete Institute, "Building code requirements for structural concrete"

      14 Zhang,L.X.B, "Behavior and analysis of 100 MPa concrete membrane elements" ASCE 124 (124): 24-34, 1998

      15 Tu,Y.S, "An analytical study of the lateral load-deflection responses of low rise RC walls and frames" National Taiwan University of Science and Technology 2005

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2016-12-26 학회명변경 한글명 : 한국국제계산역학회 -> 사단법인 한국계산역학회 KCI등재
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-11-01 학술지명변경 한글명 : 컴퓨터와 콘크리트 국제학술지 -> Computers and Concrete, An International Journal KCI등재후보
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2005-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.72 0.07 0.53
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.44 0.4 0.173 0.02
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