Methodology on Estimation of Admixture Influence on Fire Resistance of Bending Reinforced Concrete Structures
Abstract
The proposed methodology permits to measure a coefficient of concrete strength in fire and calculate correction factor for the values given in the Handbook П1-02 for СНБ 2.02.01-98 of fire-resistance strength of bending construction modified concrete structures. The present methodology is intended for substantiation of experts’ evaluation in the field of fire safety by the State Fire Control Units.
About the Authors
G. I. Kasperov
Institute for Command Engineers of the MES of the Republic of Belarus
Belarus
I. I. Palevoda
Institute for Command Engineers of the MES of the Republic of Belarus
Belarus
References
1. Roitman V. M. Inzhenernye resheniya po otsenke ognestoikosti proektiruemykh i rekonstruiruemykh zdanii. - M: Assots. «Pozharnaya bezopasnost' i nauka», 2001.-382 s.
2. Yakovlev A. I. Raschet ognestoikosti stroitel'nykh konstruktsii. - M.: Stroiizdat, 1988. - 143 s.
3. Milovanov A. F. Stoikost' zhelezobetonnykh konstruktsii pri pozhare. - M.: Stroiizdat, 1998. - 304 s.
4. Otsenka faktorov, vliyayushchikh na prochnost' betona klassov V20-V100 pri pozhare / G. I. Kasperov, I. I. Polevoda, M. N. Ryskin // Vestnik BITU. - 2003. - № 2. - S. 17-21.
For citations:
Kasperov G.I.,
Palevoda I.I.
Methodology on Estimation of Admixture Influence on Fire Resistance of Bending Reinforced Concrete Structures. Science & Technique. 2005;(1):33-35.
(In Russ.)
Views:
336