Physicomathematical model of calculating continuous beams with elastic yielding supports

dc.contributor.authorAkhmediyev, S.K.
dc.contributor.authorKhabidolda, O.
dc.contributor.authorVatin, N.I.
dc.contributor.authorMuratkhan, R.
dc.contributor.authorKutimov, K.S.
dc.date.accessioned2023-01-19T07:38:54Z
dc.date.available2023-01-19T07:38:54Z
dc.date.issued2022
dc.description.abstractIn this work there has been studied the rod system operation dependence on the action of external force effects. The system presents a multi-span continuous beam with elastic yielding supports. To identify the stress-strain state of the object under study, a precise analytical method of forces is used. The method of five moments is used as the resolving (canonical) equations. The final results are the parameters of the stress-strain state for a five-span continuous beam with variable compliance coefficients on 5 intermediate supports and an absolutely rigid left extreme support, deflections, bending moments, shear forces, and support reactions.Theoretical provisions and practical results can be used in the design of load-bearing beam structures in buildings and various engineering structures.ru_RU
dc.identifier.citationPhysicomathematical model of calculating continuous beams with elastic yielding supports/Akhmediyev S.K. [et al.] // JMMCS. - 2022. - №2(114).- pp.61-70.ru_RU
dc.identifier.issn1563–0277
dc.identifier.urihttps://rep.buketov.edu.kz//handle/data/14964
dc.language.isoenru_RU
dc.publisherJMMCSru_RU
dc.subjectcontinuous beamsru_RU
dc.subjectsupportru_RU
dc.subjectvertical displacements of beam nodesru_RU
dc.subjectcompliance coefficientru_RU
dc.subjectforce methodru_RU
dc.subjectequations of five momentsru_RU
dc.subjectdeflection diagramsru_RU
dc.titlePhysicomathematical model of calculating continuous beams with elastic yielding supportsru_RU
dc.typeArticleru_RU

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