Euler's problem revisited: 222 years later

Meccanica

Volumn 36, Issue 3, 2001, Pages 265-272

  Elishakoff, Isaac ^a  

^a Florida Atlantic University   (United States)

Author keywords

Closed form solution; Semi inverse problem; Structural stability

Indexed keywords

BENDING STRENGTH; BUCKLING; COMPRESSIVE STRENGTH; DIFFERENTIAL EQUATIONS; EIGENVALUES AND EIGENFUNCTIONS; INVERSE PROBLEMS; POLYNOMIALS; RIGIDITY; STIFFNESS; STRUCTURAL LOADS;

BUCKLING INTENSITY; COMPRESSIVE LOADS;

COLUMNS (STRUCTURAL);

EID: 0035717209     PISSN: 00256455     EISSN: None     Source Type: Journal    
DOI: 10.1023/A:1013974623741     Document Type: Article

References (21)

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3. Galerkin's method in mechanics and differential equations
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5. Determinatio onerum quae columnae gestate valent
6. Examen insignio paradoxi in theoria columnarum occurentio
7. De altitudine columnarum sub proprio pondere corruentium
8. Determination of the greatest height consistent with stability that a vertical pole mast can be made, and of the greatest height to which a tree of given proportions can grow
9. Buckling under own weight
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11. Die einheitliche behandlung der stabknickung mit beruecksichtung des stabeigengewichte in den Eulerfaellen 1 bis 4 als Eigenwertproblem
12. On the stability of a strut under uniformly distributed axial forces
13. Buckling loads for variable cross-section member with variable axial forces
14. Stochastic finite element analysis: An introduction
15. Inverse buckling problem for inhomogeneous columns
16. A closed form-solution for generalized Euler problem