Please use this identifier to cite or link to this item: http://repositsc.nuczu.edu.ua/handle/123456789/13771
Title: Features of Evaluation of Fire Resistance of Reinforced Concrete Ribbed Slab under Combined Effect "Explosion-Fire"
Authors: Ruban, Artem
Vasilchenko, Alexey
Lutsenko, Tatiana
Danilin, Olexandr
Keywords: reinforced concrete ribbed slab
combined hazardous effec
critical temperature
fire resistance limit
Issue Date: 2021
Publisher: Switzerland
Citation: Problems of Emergency Situations – 2021
Series/Report no.: Materials Science Forum;1038
Description: At 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 different
URI: http://repositsc.nuczu.edu.ua/handle/123456789/13771
Appears in Collections:Кафедра наглядово-профілактичної діяльності

Files in This Item:
File Description SizeFormat 
SCOPUS 2.pdf478,67 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.