Deformability of steel reinforcement under the action of cyclic loading

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DC Field	Value	Language
dc.contributor.author	Somina, Yu.A.	-
dc.contributor.author	Ahaieva, O.A.	-
dc.date.accessioned	2024-03-01T07:57:53Z	-
dc.date.available	2024-03-01T07:57:53Z	-
dc.date.issued	2022	-
dc.identifier.uri	http://mx.ogasa.org.ua/handle/123456789/10494	-
dc.description.abstract	The aim of the article is an experimental research of the influence of low-cycle sign- constant loading, as well as the most significant design factors on the deformability of steel reinforcement of reinfoced concrete beams. In this regard, for experimental research, the authors developed a four-factor three-level Boxing plan B4.	uk_UA
dc.publisher	Одеса, ОДАБА	uk_UA
dc.relation.ispartofseries	;73-77	-
dc.subject	steel reinforcement, beam	uk_UA
dc.subject	bend, deformations,	uk_UA
dc.subject	cyclic loadingn	uk_UA
dc.subject	mathematical model	uk_UA
dc.title	Deformability of steel reinforcement under the action of cyclic loading	uk_UA
dc.type	Article	uk_UA
Appears in Collections:	Сборник ССКМД №26

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