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Buckling of frame is investigated with help of classical theory of stability; formulas are derived for various ratios of tie bar length to leg length, various leg inclination, and various stiffness of spring support; results are presented in form of diagrams.
Buckling of frame is investigated with help of classical theory of stability; formulas are derived for various ratios of tie bar length to leg length, various leg inclination, and various stiffness of spring support; results are presented in form of diagrams.
Buckling stability of symmetrical trapeze frame with elastically supported horizontal tie bar
Zur Knickstabilitaet des symmetrischen Trapezrahmens mit horizontal elastisch gestuetztem Riegel
Bauingenieur ; 39
1964
3 pages
Aufsatz (Zeitschrift)
Deutsch
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