Buckling loads for variable cross-section members with variable axial forces

International Journal of Solids and Structures

Volumn 27, Issue 2, 1991, Pages 135-143

  Eisenberger, Moshe ^a  

^a CARNEGIE MELLON UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL TECHNIQUES - MATRIX ALGEBRA; STRUCTURAL ANALYSIS - STABILITY;

AXIAL FORCES; STIFFNESS MATRICES; VARIABLE CROSS SECTIONS;

COLUMNS;

EID: 0025889282     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/0020-7683(91)90224-4     Document Type: Article

References (14)

1. Improved technique for estimating buckling loads
2. Design of columns of varying cross-section
3. Exact static and dynamic stiffness matrices for variable cross section members
4. Buckling of variable cross-section columns
5. Static, vibration, and stability analysis of non-uniform beams
6. Comparison of Rayleigh's noninteger-power method with Rayleigh-Ritz method
7. Application of bessel and lommel functions, and the undetermined multiplier Galerkin method version, for stability of non-uniform columns
8. On the stability of a strut under uniformly distributed axial forces
9. Matrix dynamic and instability analysis with non-uniform elements
10. Finite difference buckling analysis of non-uniform columns
11. Analytical solutions for tapered column buckling
12. Analysis of nonuniform columns and beams by a simple dc network analyzer