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Volumn 122, Issue 9, 1996, Pages 1025-1030

Effective stiffness model for reinforced concrete slabs

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BOUNDARY CONDITIONS; CALCULATIONS; COMPUTER SOFTWARE; CONCRETE SLABS; CRACK INITIATION; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; LOADS (FORCES); MATHEMATICAL MODELS; REINFORCED CONCRETE; STIFFNESS;

EID: 0030243718     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:9(1025)     Document Type: Article
Times cited : (19)

References (11)
  • 1
    • 0025517008 scopus 로고
    • Tests on reinforced concrete plates under combined in-plane and transverse loads
    • Aghayere, A. O., and MacGregor, J. G. (1990). "Tests on reinforced concrete plates under combined in-plane and transverse loads." ACI Struct. J., 87(6), 615-622.
    • (1990) ACI Struct. J. , vol.87 , Issue.6 , pp. 615-622
    • Aghayere, A.O.1    MacGregor, J.G.2
  • 2
    • 0011949357 scopus 로고
    • Finite-element analysis of reinforced concrete structures II
    • New York, N.Y.
    • ASCE. (1993). "Finite-element analysis of reinforced concrete structures II." Proc., of the Int. Workshop, New York, N.Y., 203-232.
    • (1993) Proc., of the Int. Workshop , pp. 203-232
  • 3
    • 0343535066 scopus 로고
    • Instantaneous and time dependent deflections of simple and continuous reinforced concrete beams
    • Bureau of Public Roads
    • Branson, D. E. (1963). "Instantaneous and time dependent deflections of simple and continuous reinforced concrete beams." Alabama Hwy. Res. Rep. No. 7, Bureau of Public Roads, 1-78.
    • (1963) Alabama Hwy. Res. Rep. No. 7 , pp. 1-78
    • Branson, D.E.1
  • 4
    • 0343782356 scopus 로고
    • Building code requirements for reinforced concrete
    • American Concrete Institute (ACI), Farmington Hills, Mich.
    • "Building code requirements for reinforced concrete." (1995). ACI 318-95, American Concrete Institute (ACI), Farmington Hills, Mich.
    • (1995) ACI 318-95
  • 5
    • 0346421790 scopus 로고
    • Design of concrete structures for buildings
    • Toronto, Ontario, Canada
    • Canadian Portland Cement Association. (1994). "Design of concrete structures for buildings." CSA Standard CAN3-A23.3-M94, Toronto, Ontario, Canada.
    • (1994) CSA Standard CAN3-A23.3-M94
  • 6
    • 0028317714 scopus 로고
    • Tests on reinforced concrete plates under combined in-plane and lateral loads
    • Ghoneim, M. G., and MacGregor, J. G. (1994). "Tests on reinforced concrete plates under combined in-plane and lateral loads." ACI Struct. J., 91(1), 19-30.
    • (1994) ACI Struct. J. , vol.91 , Issue.1 , pp. 19-30
    • Ghoneim, M.G.1    MacGregor, J.G.2
  • 8
    • 0015027973 scopus 로고
    • Finite-element analysis of reinforced concrete slabs
    • ASCE
    • Jofriet, J. C., and McNeice, G. M. (1971). "Finite-element analysis of reinforced concrete slabs." J. Struct. Div., ASCE, 97(3), 785-806.
    • (1971) J. Struct. Div. , vol.97 , Issue.3 , pp. 785-806
    • Jofriet, J.C.1    McNeice, G.M.2
  • 9
    • 0027805218 scopus 로고
    • Nonlinear analysis of reinforced concrete shells
    • ASCE
    • Polak, M. A., and Vecchio, F. J. (1993). "Nonlinear analysis of reinforced concrete shells." J. Struct. Engrg., ASCE, 119(12), 3439-3462.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.12 , pp. 3439-3462
    • Polak, M.A.1    Vecchio, F.J.2
  • 10
    • 0028425220 scopus 로고
    • Reinforced concrete shell elements subjected to bending and membrane loads
    • Polak, M. A., and Vecchio, F. J. (1994). "Reinforced concrete shell elements subjected to bending and membrane loads." ACI Struct. J., 91(3), 261-268.
    • (1994) ACI Struct. J. , vol.91 , Issue.3 , pp. 261-268
    • Polak, M.A.1    Vecchio, F.J.2
  • 11
    • 0020203368 scopus 로고
    • Practical calculations of two-way slab deflections
    • Scanlon, A., and Murray, D. W. (1982). "Practical calculations of two-way slab deflections." Concrete Int., Magazine, 43-50.
    • (1982) Concrete Int., Magazine , pp. 43-50
    • Scanlon, A.1    Murray, D.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.