Large-displacement analysis of elastoplastic thin-walled frames. II: Verification and application

Journal of Structural Engineering

Volumn 122, Issue 8, 1996, Pages 915-925

  Izzuddin, B A ^a   Lloyd Smith, D ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BUILDING CODES; COLUMNS (STRUCTURAL); DYNAMIC RESPONSE; ELASTOPLASTICITY; MATHEMATICAL MODELS; RESIDUAL STRESSES; STRUCTURAL DESIGN; STRUCTURAL MEMBERS;

EULERIAN FORMULATION; LARGE DISPLACEMENT ANALYSIS; LATERAL TORSIONAL INSTABILITY; THIN WALLED FRAMES; WAGNER EFFECT;

STRUCTURAL FRAMES;

EID: 0030211440     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:8(915)     Document Type: Article

References (12)

1. Allen, H. G., and Bulson, P. S. (1980). Background to buckling. McGraw-Hill Book Co., Ltd., London, England.
2. Bleich, F. (1952). Buckling strength of metal structures. McGraw-Hill Book Co., London, England.
3. Chajes, A. (1974). Principles of structural stability theory. Prentice-Hall, Inc., Englewood Cliffs, N.J.
4. Chen, G., and Trahair, N. S. (1992). "Inelastic nonuniform torsion of steel I-beams." J. Constructional Steel Res., 23, 189-207.
5. Harwell, C. R., and Galambos, T. V. (1969). "Nonuniform torsion of steel beams in inelastic range." J. Struct. Div., ASCE, 95(12), 2813-2829.
6. Hasegawa, A., Liyanage, K. K., Noda, M., and Nishino, F. (1987). "An inelastic finite displacement formulation of thin-walled members." Struct. Engrg.Earthquake Engrg., 4(2), 269-276.
7. Izzuddin, B. A. (1991). "Nonlinear dynamic analysis of framed structures," PhD thesis, Dept. of Civ. Engrg., Imperial Coll., Univ. of London, England.
8. Izzuddin, B. A., and Lloyd Smith, D. (1996). "Large-displacement analysis of elastoplastic thin-walled frames. I: Formulation and implementation." ASCE, 122(8), 905-914.
9. Nethercot, D. A. (1975). "Inelastic buckling of steel beams under non-uniform moment." The Struct. Engr., London, England, 53(2), 73-78.
10. "Structural use of steelwork in building, Part 1." (1985). BS5950, British Standards Inst., London, England.
11. Trahair, N. S. (1993). Flexural-torsional buckling of structures. E & FN Spon, Chapman and Hall, London, England.
12. Ziegler, H. (1968). Principles of structural stability. Blaisdell Publishing Co., London, England.