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BENDING BEAMS INTERCONNECTED BY RESILIENT CONNECTIONS AND LYING ON RESILIENT FOUNDATION

Authors: Brynza, A. O.;

BENDING BEAMS INTERCONNECTED BY RESILIENT CONNECTIONS AND LYING ON RESILIENT FOUNDATION

Abstract

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.

Keywords

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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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
gold