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Volumn 121, Issue 10, 1995, Pages 1507-1513

Numerical techniques for predicting brittle failure of reinforced concrete planar structures

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; BRITTLENESS; CONCRETE CONSTRUCTION; CRACK PROPAGATION; FAILURE (MECHANICAL); MATHEMATICAL MODELS; NUMERICAL METHODS; SHEAR STRESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; STRUCTURAL MEMBERS;

EID: 0029394539     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1995)121:10(1507)     Document Type: Article
Times cited : (4)

References (12)
  • 1
    • 0002672837 scopus 로고
    • Shear strength of reinforced concrete beams
    • Bresler, B., and Scordelis, A. C. (1963). "Shear strength of reinforced concrete beams." ACI Struct. J., 60(1), 51-72.
    • (1963) ACI Struct. J , vol.60 , Issue.1 , pp. 51-72
    • Bresler, B.1    Scordelis, A.C.2
  • 2
    • 0003600382 scopus 로고
    • Building code requirements for reinforced concrete
    • 89, American Concrete Institute, Detroit, Mich
    • "Building code requirements for reinforced concrete." (1989). ACI 318 89, American Concrete Institute, Detroit, Mich.
    • (1989) ACI 318
  • 3
    • 0037939974 scopus 로고
    • Computer models of concrete structures
    • Lisbon, Portugal
    • Cervenka, V., and Pukl, R. (1992). "Computer models of concrete structures." Struct. Engrg. Int., IABSE, Lisbon, Portugal, 2(2), 103-107.
    • (1992) Struct. Engrg. Int., IABSE , vol.2 , Issue.2 , pp. 103-107
    • Cervenka, V.1    Pukl, R.2
  • 4
    • 0019262099 scopus 로고
    • A fast incremental/iterative solution procedure that handles 'snap-through.'
    • Crisfield, M. A. (1981). "A fast incremental/iterative solution procedure that handles 'snap-through.'" Camp. and Struct., 13,55-62.
    • (1981) Camp. and Struct , vol.13 , pp. 55-62
    • Crisfield, M.A.1
  • 5
    • 0016919166 scopus 로고
    • Analysis of RIC shear panels under cyclic loading
    • ASCE
    • Darwin, D., and Pecknold, D. A. (1976). "Analysis of RIC shear panels under cyclic loading." J. Struct. Engrg., ASCE, 102(2), 355-369.
    • (1976) J. Struct. Engrg , vol.102 , Issue.2 , pp. 355-369
    • Darwin, D.1    Pecknold, D.A.2
  • 8
    • 0003158778 scopus 로고
    • Strategies for tracing the nonlinear response near limit points
    • W. Wundelich, E. Stein, and K. J. Bathe, eds., Springer-Verlag, Berlin, Germany
    • Ramm, E. (1981). "Strategies for tracing the nonlinear response near limit points." Nonlinear finite element analysis in structural mechanics, W. Wundelich, E. Stein, and K. J. Bathe, eds., Springer-Verlag, Berlin, Germany.
    • (1981) Nonlinear finite element analysis in structural mechanics
    • Ramm, E.1
  • 10
    • 0026119538 scopus 로고
    • Reinforced concrete subjected to reversed cyclic shear-experiments and constitutive model
    • Stevens, N. J., Uzumeri, S. M., and Collins, M. P. (1991). "Reinforced concrete subjected to reversed cyclic shear-experiments and constitutive model." ACI Struct. J., 88(2), 135-146.
    • (1991) ACI Struct. J , vol.88 , Issue.2 , pp. 135-146
    • Stevens, N.J.1    Uzumeri, S.M.2    Collins, M.P.3
  • 12
    • 0022675983 scopus 로고
    • The modified compressionfield theory for reinforced concrete elements subjected to shear
    • Vecchio, F. J., and Collins, M. P. (1986). "The modified compressionfield theory for reinforced concrete elements subjected to shear." ACI Struct. J., 86(2), 219-231.
    • (1986) ACI Struct. J , vol.86 , Issue.2 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.