Newmark-based method for the stability of columns

Computers and Structures

Volumn 71, Issue 6, 1999, Pages 689-700

  Bradford, M A ^a   Yazdi, N Abdoli ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COLUMNS (STRUCTURAL); CONVERGENCE OF NUMERICAL METHODS; DIFFERENTIAL EQUATIONS; ELASTICITY; ITERATIVE METHODS; STRUTS;

NEWMARK METHOD;

STRUCTURAL ANALYSIS;

EID: 0032630832     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(98)00219-3     Document Type: Article

References (8)

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2. Trahair N.S., Bradford M.A. The behaviour and design of steel structures to AS4100. 3rd ed :1998;E&FN Spon, London.
3. Timoshenko S.P., Gere J.M. Theory of elastic stability. 1961;McGraw-Hill, New York.
4. Newmark N.M. Numerical procedure for computing deflections, moments and buckling loads. Transactions, ASCE. 108:1943;1161-1188.
5. Sewell G. Numerical solution of ordinary and partial differential equations. 1988;Academic Press, San Diego, CA.
6. Zill D.G. Differential equations with boundary value problems. 1989;PWS-Kent, Boston, MA.
7. Basu A.K., Hill W.F. A more exact computation of the failure load of composite columns. Proceedings of the Institution of Civil Engineers, Paper no. 7074. 1968;37-60 Institute of Civil Engineers, London.
8. Cransten WB. Analysis of slender biaxially loaded restrained columns. Research Report, Cement and Concrete Association, London 1983.