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A platform for research: civil engineering, architecture and urbanism
Method based on mathematical theory of elasticity is presented for obtaining rigorous solutions to problem of buckling of tapered struts in two planes; for Euler boundary conditions of first and second kind, approximate eigenvalues were obtained in closed form with aid of circular functions; from these approximations, exact eigenvalues can be obtained by means of cylindrical functions.
Method based on mathematical theory of elasticity is presented for obtaining rigorous solutions to problem of buckling of tapered struts in two planes; for Euler boundary conditions of first and second kind, approximate eigenvalues were obtained in closed form with aid of circular functions; from these approximations, exact eigenvalues can be obtained by means of cylindrical functions.
Buckling of tapered struts
Ueber das Knicken der Staebe mit keilfoermigem Profil
Likar, O. (author)
Bautechnik ; 44
1967
7 pages
Article (Journal)
German
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