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Volumn 127, Issue 4, 2001, Pages 359-366

Behavior of composite concrete beams with smooth interface

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; DEFLECTION (STRUCTURES); INTERFACES (MATERIALS); SHEAR STRENGTH; SHEAR STRESS;

EID: 0035314736     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:4(359)     Document Type: Article
Times cited : (42)

References (24)
  • 1
    • 0006801419 scopus 로고    scopus 로고
    • Building code requirement for reinforced concrete
    • American Concrete Institute (ACI); Detroit
    • (1999) ACI 318-M99
  • 5
    • 34247180273 scopus 로고
    • Design of concrete structures for buildings
    • Canadian Standards Association (CSA); Rexdale, Ont., Canada
    • (1994) CSA A23.3
  • 6
    • 0006867783 scopus 로고
    • Composite systems without roughness
    • Concrete Technology Associates, Washington, D.C.
    • (1976) Tech. Bull. 76-B4
  • 10
    • 0003137502 scopus 로고
    • Precast-prestressed concrete bridges 2. Horizontal shear connections
    • (1960) PCI J. , vol.2 , Issue.2 , pp. 38-58
    • Hanson, N.W.1
  • 11
    • 0003137502 scopus 로고
    • Precast-prestressed concrete bridges 2. Horizontal shear connections
    • Precast/Prestressed Concrete Institute, Chicago
    • (1960) PCI Bull. D35
    • Hanson, N.W.1
  • 12
    • 0002197864 scopus 로고
    • Horizontal shear strength of composite concrete beams with a rough interface
    • January-February
    • (1994) PCI J. , pp. 48-69
    • Loov, R.E.1    Patnaik, A.K.2
  • 13
    • 0006802749 scopus 로고
    • Author's closure to 'design proposals for reinforced concrete corbels' by A. H. Mattock
    • March-April
    • (1977) PCI J. , pp. 104-109
    • Mattock, A.H.1
  • 14
    • 0006802749 scopus 로고
    • Reader comments to 'considerations for the design of precast concrete bearing wall buildings to withstand abnormal loads' by PCI committee on precast concrete bearing wall buildings
    • May-June
    • (1977) PCI J. , pp. 104-107
    • Mattock, A.H.1
  • 15
    • 0001013364 scopus 로고
    • Auxiliary reinforcement in concrete connections
    • June
    • (1968) ASCE J. , pp. 1485-1505
    • Mast, R.F.1
  • 16
    • 4244142518 scopus 로고
    • Ultimate horizontal shear strength of prestressed split beams
    • Tech. Rep. R707, National Technical Information Service, Springfield, Va.
    • (1971)
    • Nossier, S.B.1    Murtha, R.N.2
  • 17
    • 0003872012 scopus 로고
    • Horizontal shear strength of composite concrete beams with a rough interface
    • PhD thesis, Dept. of Civ. Engrg., Univ. of Calgary, Calgary, Alta., Canada
    • (1992)
    • Patnaik, A.K.1
  • 19
    • 0006769731 scopus 로고    scopus 로고
    • Discussion of 'evaluation of ACI 318-95 shear-friction provisions
    • by R. Valluvan, M. E. Kreger, and J. O. Jirsa; May-June
    • (2000) ACI Struct. J.
    • Patnaik, A.K.1
  • 21
    • 0006801422 scopus 로고
    • Reader comments to 'Design proposals for reinforced concrete corbels' by A. H. Mattock
    • March-April
    • (1977) PCI J. , pp. 93-98
    • Raths, C.H.1
  • 22
    • 0006767831 scopus 로고
    • Behavior of composite T-beams with prestressed and unprestressed reinforcement
    • February
    • (1953) ACI J. , pp. 595-592
    • Revesz, S.1
  • 24
    • 0002039791 scopus 로고
    • Proposed revisions to shear-friction provisions
    • March-April
    • (1978) PCI J. , pp. 12-21
    • Shaikh, A.F.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.