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Pregledni rad
https://doi.org/10.14256/JCE.1329.2015

Load-bearing capacity of fire exposed composite columns

Milivoje Milanović
Meri Cvetkovska
Petar Knežević

Puni tekst: engleski, pdf (740 KB) str. 1187-1197 preuzimanja: 635* citiraj
APA 6th Edition
Milanović, M., Cvetkovska, M. i Knežević, P. (2015). Load-bearing capacity of fire exposed composite columns. Građevinar, 67 (12.), 1187-1197. https://doi.org/10.14256/JCE.1329.2015
MLA 8th Edition
Milanović, Milivoje, et al. "Load-bearing capacity of fire exposed composite columns." Građevinar, vol. 67, br. 12., 2015, str. 1187-1197. https://doi.org/10.14256/JCE.1329.2015. Citirano 01.10.2020.
Chicago 17th Edition
Milanović, Milivoje, Meri Cvetkovska i Petar Knežević. "Load-bearing capacity of fire exposed composite columns." Građevinar 67, br. 12. (2015): 1187-1197. https://doi.org/10.14256/JCE.1329.2015
Harvard
Milanović, M., Cvetkovska, M., i Knežević, P. (2015). 'Load-bearing capacity of fire exposed composite columns', Građevinar, 67(12.), str. 1187-1197. https://doi.org/10.14256/JCE.1329.2015
Vancouver
Milanović M, Cvetkovska M, Knežević P. Load-bearing capacity of fire exposed composite columns. Građevinar [Internet]. 2015 [pristupljeno 01.10.2020.];67(12.):1187-1197. https://doi.org/10.14256/JCE.1329.2015
IEEE
M. Milanović, M. Cvetkovska i P. Knežević, "Load-bearing capacity of fire exposed composite columns", Građevinar, vol.67, br. 12., str. 1187-1197, 2015. [Online]. https://doi.org/10.14256/JCE.1329.2015
Puni tekst: hrvatski, pdf (750 KB) str. 1187-1197 preuzimanja: 325* citiraj
APA 6th Edition
Milanović, M., Cvetkovska, M. i Knežević, P. (2015). Nosivost spregnutih stupova izloženih utjecaju požara. Građevinar, 67 (12.), 1187-1197. https://doi.org/10.14256/JCE.1329.2015
MLA 8th Edition
Milanović, Milivoje, et al. "Nosivost spregnutih stupova izloženih utjecaju požara." Građevinar, vol. 67, br. 12., 2015, str. 1187-1197. https://doi.org/10.14256/JCE.1329.2015. Citirano 01.10.2020.
Chicago 17th Edition
Milanović, Milivoje, Meri Cvetkovska i Petar Knežević. "Nosivost spregnutih stupova izloženih utjecaju požara." Građevinar 67, br. 12. (2015): 1187-1197. https://doi.org/10.14256/JCE.1329.2015
Harvard
Milanović, M., Cvetkovska, M., i Knežević, P. (2015). 'Nosivost spregnutih stupova izloženih utjecaju požara', Građevinar, 67(12.), str. 1187-1197. https://doi.org/10.14256/JCE.1329.2015
Vancouver
Milanović M, Cvetkovska M, Knežević P. Nosivost spregnutih stupova izloženih utjecaju požara. Građevinar [Internet]. 2015 [pristupljeno 01.10.2020.];67(12.):1187-1197. https://doi.org/10.14256/JCE.1329.2015
IEEE
M. Milanović, M. Cvetkovska i P. Knežević, "Nosivost spregnutih stupova izloženih utjecaju požara", Građevinar, vol.67, br. 12., str. 1187-1197, 2015. [Online]. https://doi.org/10.14256/JCE.1329.2015

Sažetak
The cross-section load-bearing capacity of three types of fire exposed steel-concrete composite columns is analysed in this paper, and the results are compared with the load-bearing capacity of a reference reinforced-concrete column. Mechanical properties of constitutive materials are reduced considerably by high temperatures caused by fire action, which results in a reduced load bearing capacity of columns with regard to the longitudinal force and biaxial bending moment. The reduced load bearing capacity of analysed columns subjected to elevated temperatures is expressed through changes in the M-N interaction curves.

Ključne riječi
composite column; temperature; heat transfer; fire resistance

Hrčak ID: 151154

URI
https://hrcak.srce.hr/151154

[hrvatski]

Posjeta: 1.142 *