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Approximate method based on principle of virtual forces is presented for determination of stiffness matrices for beams of variable stiffness; using statically indeterminate calculation, rigidity equations are obtained without recourse to any approximating assumptions with regard to course of deformation.
Approximate method based on principle of virtual forces is presented for determination of stiffness matrices for beams of variable stiffness; using statically indeterminate calculation, rigidity equations are obtained without recourse to any approximating assumptions with regard to course of deformation.
Calculation of stiffness matrices for beams
Zur Berechnung der Steifigkeitsmatrizen des Balkens
Uhrig, R. (author)
Stahlbau ; 34
1965
3 pages
Article (Journal)
English
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