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Information × Registration Number 0215U001781, 0114U005419 , R & D reports Title Determination of the fire resistance of reinforced concrete building structures RPVP 6/0,4kV Khmelnitsky NPP ORDES popup.stage_title Head Hutsulyak Yurij Vasylyovych, Registration Date 18-05-2015 Organization L'viv Fire State University of Vital Activity Safety popup.description2 Technical report, "Assessment of fire resistance of reinforced concrete building structures PvP 6/0.4 KV ZRDES Khmelnitsky NPP calculation method" includes: 93 s. 25 fig. and 14 references and 29 s. applications. Object of study - the lower column odnokonsolna 2KNO 42 (30) - 2.32 (REI 150); column bottom dvokonsolna 2KND 42 (30) - 2.32 (REI 120); bolt assembly overlap RDP 4.56-110 (REI 120); bolt assembly overlap ROP 4.56-60 (REI 120); diaphragm stiffness 2DP 32.42 (REI 60); PC slab floors 56.15-15 (REI 45); plate sanitary PRS 56.15-15 (REI 45); and stairway LML 57.11.17-5 (REI 60). Purpose - to determine the boundaries of the fire resistance of reinforced concrete building structures PvP 6/0.4 KV ZRDES Khmelnitsky NPP estimation method based on the approved methods of calculation. The case of a fire in a building housing building PVP 6/0.4 KV ZRDES Khmelnitsky NPP, which is developing a standard temperature conditions. The cause of the fire scenario and are not considered. Accept terms of heating concrete structures mean that the temperature varies in time according to the standard temperature control fires and hot air heats the lower surface of the beams, beams, walls and ceilings and beams by radiation-convection heating and heated columns on all four sides. Open surface cooled environment. Sets the initial temperature of concrete structures in fire, and determined temperature heating up concrete and reinforcement at a given time. The value of fire resistance of reinforced concrete structures under consideration by the carrying capacity is defined as the time at which the bearing capacity of the construction is set equal to the regulatory burden. REINFORCED CONCRETE STRUCTURE OF THE BUILDING PVP 6/0.4 kV ZDRES, KHMELNITSKY NPP, COMPUTATIONAL METHODS, SPECIFIC FIRE RATING Product Description popup.authors Артеменко Віктор Вікторович Василенко Олександр Олександрович Вовк Сергій Ярославович Кирилів Ярослав Богданович Половко Андрій Петрович Рак Тарас Євгенович Ренкас Артур Андрійович popup.nrat_date 2020-04-02 Close