Design principles of reinforced concrete structures taking into account their fi re resistance
 
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Politechnika Krakowska
 
 
Publication date: 2016-07-01
 
 
Cement Wapno Beton 21(4) 252-264 (2016)
 
REFERENCES (19)
1.
Rozporządzenie Ministra Infrastruktury z dnia 12 kwietnia 2002 r. w sprawie warunków technicznych, jakim powinny odpowiadać budynki i ich usytuowanie, Załącznik do obwieszczenia Ministra Infrastruktury i Rozwoju z dnia 17 lipca 2015, Dziennik Ustaw RP, Warszawa, dnia 18 września 2015r, poz.1422.
 
2.
PN-EN 1992 Eurokod 2: Projektowanie konstrukcji z betonu. Część 1-2: Projektowanie z uwzględnieniem bezpieczeństwa pożarowego.
 
3.
PN-EN 1991 Eurokod 1: Oddziaływania na konstrukcje. Część 1-2: Oddziaływania ogólne – Oddziaływania na konstrukcje w warunkach pożaru.
 
4.
A. Behnood, H. Ziari: “Compressive strength of HSC at temperatures up to 300C”, Proceedings of fi b Symposium “Keep concrete attractive”, Budapest 200.
 
5.
C. Poon, S. Azhar, M. Anson, Y. Wong: “Comparison of the Strength and Durability Performance of Normal- and High-strength Pozzolanic Concretes at Elevated Temperatures”, Cem. Concr. Res., 31, (2001).
 
6.
fib Bulletin No. 38: “Fire design of concrete structures – materials, structures and modeling”, Lausanne, April 200.
 
7.
Y. F. Fu, Y. L. Wong, C. S. Poon, C. A. Tang: “Stress-strain behavior of high-strength concrete at elevated temperatures”, Mag. Concr. Res., 57(9):535–545, November (2005)
 
8.
Proceedings of the 6th International Conference ‘Structures in Fire’, Michigan, USA, 2010, DEStech Publications Inc., ed. V. Kodur, J.-M. Franssen.
 
9.
Proceedings of the 7th International Conference ‘Structures in Fire’, Zurich, Switzerland, 2012, ETH Zurich, ed. M. Fontana, A. Frangi, M. Knobloch.
 
10.
fib Bulletin No. 46: “Fire Design of Concrete Structures - structural behavior and assessment”, Lausanne, Switzerland, April 2008.
 
11.
D. Gawin, F. Pesavento: “Prediction of the thermal spalling risk of concrete structures exposed to high temperatures”, Conference Proceedings of the 6th International Conference “Analytical Models and New Concepts in Concrete and Masonry Structures - AMCM’2008”, Łódź, Poland, 2008.
 
12.
Proceedings of the 1st International Workshop on Concrete Spalling due to Fire Exposure (From Real Life Experiences and Practical Applications to Lab-scale Investigations and Numerical Modelling), September 2009, Ed. F. Dehn, E. A. B. Koenders.
 
13.
Proceedings of the 3rd International Workshop on Concrete Spalling due to Fire Exposure, Paris, September 2013; Materials science, Engineering and Chemistry, Vol.6 – 2013, Ed. P. Pimienta, F. Meftah.
 
14.
I. Hager, T. Tracz: “Infl uence of elevated temperature on selected properties of high performance concrete modifi ed with the addition of polypropylene fi bres”, Cement Wapno Beton, 1/2009, 3-10.
 
15.
I. Hager: “Methods for assessing the state of concrete in fi re damaged structures”, Cement Wapno Beton, 4/2009, 168-178.
 
16.
V. K. R. Kodur,B. Yu, M. M. S. Dwaikat: “A simplifi ed approach for predicting temperature in reinforced concrete members exposed to standard fi re”, Fire Safety Journal 56, 2013.
 
17.
PN-EN 1992 Eurokod 2: Projektowanie konstrukcji z betonu. Część 1-1: Zasady ogólne i zasady dla budynków.
 
18.
K. D. Hertz: “Design of fi re exposed concrete structures”, Technical Report no. 160, CIB W15/81/20(DK), Technical University of Denmark, Lyngby, 1981.
 
19.
K. Chudyba, S. Seręga : “Stuctural fi re design methods for reinforced concrete members“, Technical Transactions - Civil Engineering, zeszyt 1-B/2013, Wyd. Politechniki Krakowskiej.
 
ISSN:1425-8129
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