1. eNUCPUIR
  2. Навчально-науковий інститут цивільного захисту
  3. Кафедра наглядово-профілактичної діяльності
Please use this identifier to cite or link to this item: http://repositsc.nuczu.edu.ua/handle/123456789/13771
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dc.contributor.authorRuban, Artem-
dc.contributor.authorVasilchenko, Alexey-
dc.contributor.authorLutsenko, Tatiana-
dc.contributor.authorDanilin, Olexandr-
dc.date.accessioned2021-11-18T08:00:22Z-
dc.date.available2021-11-18T08:00:22Z-
dc.date.issued2021-
dc.identifier.citationProblems of Emergency Situations – 2021ru_RU
dc.identifier.urihttp://repositsc.nuczu.edu.ua/handle/123456789/13771-
dc.descriptionAt many hazardous operations industrial facilities (HIF), technological processes are carried out with substances that, under certain conditions, can explode and cause a fire. Therefore, the building structures of such facilities should be designed taking into account the danger of accidental explosions, and also correspond to the required degree of fire resistance [1, 2, 3, 4]. Industrial buildings in which HIFs are located mainly relate to the frame structural system. It can be expected that in case of explosion and fire, the consequences for supporting structures of the frame and the enclosing structures will be differentru_RU
dc.language.isoenru_RU
dc.publisherSwitzerlandru_RU
dc.relation.ispartofseriesMaterials Science Forum;1038-
dc.subjectreinforced concrete ribbed slabru_RU
dc.subjectcombined hazardous effecru_RU
dc.subjectcritical temperatureru_RU
dc.subjectfire resistance limitru_RU
dc.titleFeatures of Evaluation of Fire Resistance of Reinforced Concrete Ribbed Slab under Combined Effect "Explosion-Fire"ru_RU
dc.typeArticleru_RU
Appears in Collections:Кафедра наглядово-профілактичної діяльності

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