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Volumn 166, Issue 3-4, 1998, Pages 261-287

Ultimate strength analysis of reinforced concrete sections subject to axial force and biaxial bending

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; BENDING (DEFORMATION); COMPUTATIONAL GEOMETRY; CONVERGENCE OF NUMERICAL METHODS; ELASTICITY; INTEGRAL EQUATIONS; INTEGRATION; LOADS (FORCES); NONLINEAR EQUATIONS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

EID: 0032206477     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(98)00091-7     Document Type: Article
Times cited : (37)

References (26)
  • 1
    • 0000824768 scopus 로고
    • Design criteria for reinforced concrete columns under axial load and biaxial bending
    • [1] B. Brelser, Design criteria for reinforced concrete columns under axial load and biaxial bending, J. ACI 57 (1960) 481-490.
    • (1960) J. ACI , vol.57 , pp. 481-490
    • Brelser, B.1
  • 2
    • 77952901612 scopus 로고
    • Model Code 1990
    • Comité Euro-International du Béton
    • [2] CEB-FIP, Model Code 1990, Comité Euro-International du Béton, Bulletin d'Information 190 (1988).
    • (1988) Bulletin D'Information , vol.190
  • 4
    • 0040824770 scopus 로고
    • Un procedimento per il calcolo automatico per la verifica allo stato limite ultimo per tensioni normali di sezioni in c.a
    • [4] M. Contaldo and G. Faella, Un Procedimento per il Calcolo Automatico per la Verifica allo Stato Limite Ultimo per Tensioni Normali di Sezioni in c.a., Giornale del Genio Civile 10 (1987) 23-37.
    • (1987) Giornale del Genio Civile , vol.10 , pp. 23-37
    • Contaldo, M.1    Faella, G.2
  • 6
    • 0039046204 scopus 로고    scopus 로고
    • Ultimate strength analysis of reinforced concrete sections subject to axial load and biaxial bending (in Italian)
    • [6] L. De Vivo, Ultimate strength analysis of reinforced concrete sections subject to axial load and biaxial bending (in Italian), Master Thesis, University of Naples 'Federico II', 1996.
    • (1996) Master Thesis, University of Naples 'Federico II'
    • De Vivo, L.1
  • 7
    • 0018532610 scopus 로고
    • Concrete columns under biaxially eccentric thrust
    • [7] R.W. Furlong, Concrete columns under biaxially eccentric thrust, Am. Concrete Instit J. 77(8) (1979) 1093-1118.
    • (1979) Am. Concrete Instit J. , vol.77 , Issue.8 , pp. 1093-1118
    • Furlong, R.W.1
  • 8
    • 0004722250 scopus 로고
    • Ultimate strength of square columns under biaxially eccentric loads
    • [8] R.W. Furlong, Ultimate strength of square columns under biaxially eccentric loads, Am. Concrete Instit. J. 32(9) (1979) 1129-1140.
    • (1979) Am. Concrete Instit. J. , vol.32 , Issue.9 , pp. 1129-1140
    • Furlong, R.W.1
  • 9
    • 0021903117 scopus 로고
    • Computerized ultimate strength analysis of reinforced concrete sections subjected to axial compression and biaxial bending
    • [9] K.H. Kwan and C.T. Liaw, Computerized ultimate strength analysis of reinforced concrete sections subjected to axial compression and biaxial bending, Comput. Struct. 21(6) (1985) 1119-1127.
    • (1985) Comput. Struct. , vol.21 , Issue.6 , pp. 1119-1127
    • Kwan, K.H.1    Liaw, C.T.2
  • 10
    • 0039046198 scopus 로고
    • Un metodo generale per il calcolo automatico allo stato limite ultimo di sezioni in c.a
    • [10] M. Landonio and R. Perego, Un Metodo Generale per il Calcolo Automatico allo Stato Limite Ultimo di Sezioni in c.a. Soggette a Pressoflessione Deviata, La Prefabbricazione 2(3) (1986).
    • (1986) Soggette A Pressoflessione Deviata, La Prefabbricazione , vol.2 , Issue.3
    • Landonio, M.1    Perego, R.2
  • 11
    • 0018544123 scopus 로고
    • Design aids for L-shaped reinforced concrete columns
    • [11] J. Marin, Design aids for L-shaped reinforced concrete columns, J. ACI 76(11) (1979) 1197-1216.
    • (1979) J. ACI , vol.76 , Issue.11 , pp. 1197-1216
    • Marin, J.1
  • 12
    • 0000085455 scopus 로고
    • Rectangular concrete sections stress distribution in ultimate strength design
    • [12] A.H. Mattock, L.B. Kriz and E. Hognestad, Rectangular concrete sections stress distribution in ultimate strength design, J. ACI 57(8) (1961) 875-926.
    • (1961) J. ACI , vol.57 , Issue.8 , pp. 875-926
    • Mattock, A.H.1    Kriz, L.B.2    Hognestad, E.3
  • 13
    • 0039046197 scopus 로고
    • Ultimate strength of columns with biaxially eccentric loads
    • [13] J.L. Meek, Ultimate strength of columns with biaxially eccentric loads, J. ACI 60(8) (1963) 1053-1064.
    • (1963) J. ACI , vol.60 , Issue.8 , pp. 1053-1064
    • Meek, J.L.1
  • 14
    • 0040824769 scopus 로고
    • Design criteria for reinforced concrete columns under normal loads and stresses in the ultimate state limit
    • [14] F. Moran, Design criteria for reinforced concrete columns under normal loads and stresses in the ultimate state limit, Bullettin d'Information, Comité Europèen du Bèton, Paris 83 (1972).
    • (1972) Bullettin D'Information, Comité Europèen Du Bèton, Paris , vol.83
    • Moran, F.1
  • 16
    • 0000618273 scopus 로고
    • Capacity of reinforced rectangular columns subjected to biaxial bending
    • [16] A.L. Parme, J.M. Nieves and A. Gouwens, Capacity of reinforced rectangular columns subjected to biaxial bending, J. ACI 63(9) (1966) 911-923.
    • (1966) J. ACI , vol.63 , Issue.9 , pp. 911-923
    • Parme, A.L.1    Nieves, J.M.2    Gouwens, A.3
  • 17
    • 85067141236 scopus 로고
    • Investigation of the ultimate strength of square and rectangular columns under biaxial eccentric loads
    • [17] L.N. Ramamurthy, Investigation of the ultimate strength of square and rectangular columns under biaxial eccentric loads, Am. Concrete Instit. Publ. 13 (1966) 263-298.
    • (1966) Am. Concrete Instit. Publ. , vol.13 , pp. 263-298
    • Ramamurthy, L.N.1
  • 21
    • 0041771069 scopus 로고
    • Sulla soluzione di problemi strutturali in presenza di legami costitutivi unilaterali
    • [21] G. Romano and M. Romano, Sulla Soluzione di Problemi Strutturali in Presenza di Legami Costitutivi Unilaterali, Acc. Naz. Lincei; Sc. Fis. Mat., VIII, LXVII, 1-2 (1979).
    • (1979) Acc. Naz. Lincei; Sc. Fis. Mat. , vol.8-67 , Issue.1-2
    • Romano, G.1    Romano, M.2
  • 22
    • 0015659772 scopus 로고
    • Biaxial flexure and axial load interaction in short rectangular reinforced concrete columns
    • [22] D.G. Row and T. Paulay, Biaxial flexure and axial load interaction in short rectangular reinforced concrete columns, Bull. New Zealand Soc. Earthquake Engrg. 6(3) (1973) 110-121.
    • (1973) Bull. New Zealand Soc. Earthquake Engrg. , vol.6 , Issue.3 , pp. 110-121
    • Row, D.G.1    Paulay, T.2
  • 24
    • 0039638194 scopus 로고
    • Ultimate strength design charts for columns with biaxial bending
    • [24] D.C. Weber, Ultimate strength design charts for columns with biaxial bending, ACI J. 63(11) (1966) 1205-1230.
    • (1966) ACI J. , vol.63 , Issue.11 , pp. 1205-1230
    • Weber, D.C.1
  • 25
    • 0027594058 scopus 로고
    • Biaxial bending design of arbitrarily shaped reinforced concrete columns
    • [25] C.Y. Yan, S.L. Chan and A.K.W. So, Biaxial bending design of arbitrarily shaped reinforced concrete columns, ACI Struct. J. 90(3) (1993) 269-278.
    • (1993) ACI Struct. J. , vol.90 , Issue.3 , pp. 269-278
    • Yan, C.Y.1    Chan, S.L.2    So, A.K.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.