An elastic-plastic (second order) plane frame analysis method for design engineers

Structural Engineer

Volumn 81, Issue 10, 2003, Pages 31-35

  Graham, John ^a  

^a NONE

Author keywords

Elastic plastic methods; Plane frames; Second order inelastic analysis; Structural steelwork

Indexed keywords

COMPUTER PROGRAMMING LANGUAGES; ELASTICITY; PLASTICITY; STEEL STRUCTURES; STRUCTURAL FRAMES; STRUCTURAL LOADS;

MATRIX STRUCTURAL ANALYSIS;

STRUCTURAL DESIGN;

EID: 0038751723     PISSN: 14665123     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (8)

1. BS 5950 Structural use of steelwork in building: Part 1, London, British Standards Institution, 2000
2. Meagher, R. J.: The choice of stability functions in second order analysis', The Structural Engineer, 77/6, 1999, p 21-24
3. Fenner, T. F.: Finite element methods for engineers, London, Imperial College Press, 1997
4. Jenkins, W. M.: Structural analysis using computers, Harlow, Longman, 1990
5. Cook, R. D., Malkus, D. S. and Plesha, M. E.: Concepts and applications of finite element analysis, 3rd edition, New York, John Wiley and Sons, 1989
6. Jenning, A. J. and Majid, K.: 'An elastic-plastic analysis by computer for framed structures loaded up to collapse', The Structural Engineer, 43/12, 1965, p 407-412
7. Horne, M. R.: 'Elastic-plastic failure loads of plane frames', Proc. of the Royal Society, 274 A, 1963, p 343-364
8. Wood, R. H., 'The stability of tall buildings', Proc. of the Institution of Civ. Eng., 11, 1958, Paper No 6280, p 69-102