
The bend of beams interconnected by resilient connections and lying on resilient foundation is considered. The method suggested in works by V. A. Lazaryan and S. I. Konashenko is used in the calculation. It is based on application of the generalized functions.
Transportation engineering, elastic connection, bending beams, TA1001-1280, elastic connection; elastic base; bending beams, elastic base, упругие связи; упругое основание; изгиб балок, пружні зв'язки; пружна основа; вигин балок
Transportation engineering, elastic connection, bending beams, TA1001-1280, elastic connection; elastic base; bending beams, elastic base, упругие связи; упругое основание; изгиб балок, пружні зв'язки; пружна основа; вигин балок
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