Experimental verification of a newly developed implicit creep model for steel structures exposed to fire

N Torić, A Harapin, I Boko - Engineering Structures, 2013 - Elsevier
The paper presents a newly developed numerical model for the behaviour of steel structures
exposed to fire capable of taking into account the effect of steel creep at high temperature by …

Load-bearing capacity of fire exposed composite columns

M Milanović, M Cvetkovska, P Knežević - Građevinar, 2015 - hrcak.srce.hr
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 …

Behaviour of prestressed hollow core concrete slab under fire–experimental study

N Torić, V Divić, I Boko - Tehnički vjesnik, 2012 - hrcak.srce.hr
Sažetak The paper presents an experimental study of behaviour of a prestressed hollow-
core slab exposed to ISO fire curve. Dimensions of the slab are 1, 2× 8, 0 m. The study …

Modelling of steel creep at high temperatures using an implicit creep model

N Torić, A Harapin, I Boko - Key engineering materials, 2013 - Trans Tech Publ
The paper presents the numerical procedure for modelling the behaviour of steel structures
at high temperatures using a newly developed implicit creep model. This implicit creep …

Modelling of the influence of creep strains on the fire response of steel elements

N Toric, A Harapin, I Boko, B Peroš, M Ban - Applications of Structural …, 2013 - ojs.cvut.cz
The paper presents a numerical model for the behaviour of steel structures exposed to fire
capable of taking into account the effect of steel creep at high temperatures by using a …

Nelinearna termo-mehanička analiza ponašanja armiranobetonskih okvirnih konstrukcija u uslovima požarnih dejstava

I Džolev - 2018 - search.proquest.com
Savremene metode procene ponašanja konstrukcija u uslovima požarnih dejstava
zasnivaju se na razvoju složenih numeričkih modela. U okviru disertacije, računski modeli …

[PDF][PDF] Nosivost spregnutih stupova izloženih utjecaju požara

M Milanović, M Cvetkovska, P Knežević - dio - pdfs.semanticscholar.org
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 …