Please use this identifier to cite or link to this item: http://mx.ogasa.org.ua/handle/123456789/7307
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dc.contributor.authorKarpiuk, V.M.-
dc.contributor.authorDanilenko, D.S.-
dc.contributor.authorSomina, Yu.A.-
dc.date.accessioned2018-12-04T11:24:49Z-
dc.date.available2018-12-04T11:24:49Z-
dc.date.issued2018-
dc.identifier.urihttp://mx.ogasa.org.ua/handle/123456789/7307-
dc.description.abstractIn all the variety of external and internal influences, cyclic loading is often encountered with hardly noticeable external but the large internal changes, as a result of which the building structures receive a significant increasing of deformations, a noticeable decreasing of fatigue strength and crack resistance, that accompanied by premature failure.uk_UA
dc.language.isoenuk_UA
dc.subjectmethoduk_UA
dc.subjectreinforcementuk_UA
dc.subjectreinforced concrete elementuk_UA
dc.subjectcrackuk_UA
dc.subjectclipuk_UA
dc.subjectprestressinguk_UA
dc.titleMethod ot the restoring and reinforcement of damaged bending reinforced concrete elements under cyclic loading.uk_UA
dc.typeArticleuk_UA
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