Serviceability analysis of concrete sections under biaxial bending

Journal of Structural Engineering

Volumn 123, Issue 1, 1997, Pages 117-119

  Brøndum Nielsen, Troels ^a  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); LOAD LIMITS; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PRESTRESSED CONCRETE; REINFORCED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

AXIAL LOAD; COMPRESSION ZONES; CRACKED CROSS SECTION; SERVICEABILITY LIMIT STATES; ULTIMATE LIMIT STATES;

CONCRETE CONSTRUCTION;

EID: 0030783962     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:1(117)     Document Type: Article

References (7)

1. Brøndum-Nielsen, T. (1984). "Serviceability limit state analysis of concrete sections under biaxial bending." ACI J., 8(5), 448-455.
2. Brøndum-Nielsen, T. (1985). "Ultimate flexural capacity of cracked, polygonal concrete sections under biaxial bending." ACI J., 82(6), 863-869.
3. Brøndum-Nielsen, T. (1986a). "Ultimate flexural capacity of fully prestressed, partially prestressed, and nonprestressed, arbitrary concrete sections under symmetric bending." ACI J., 83(1), 29-35.
4. Brøndum-Nielsen, T. (1986b). "Serviceability limit state analysis of cracked, polygonal concrete sections under biaxial or symmetric bending." ACI J., 83(2), 209-218.
5. Brøndum-Nielsen, T. (1986c). "Serviceability limit state analysis of cracked, partially prestressed or reinforced concrete sections under symmetric bending." ACI J., 83(4), 547-552.
6. Brøndum-Nielsen, T. (1987). "Concrete sections under biaxial bending." J. Struct. Engrg., 113(10), 2137-2144.
7. Ghali, A., and Favre, R. (1986). Concrete structures: stresses and deformations. Chapman & Hall, New York, N.Y.