@ARTICLE{Kubicka_Katarzyna_Influence_2018,
 author={Kubicka, Katarzyna and Radoń, Urszula},
 volume={Vol. 64},
 number={No 3},
 journal={Archives of Civil Engineering},
 pages={173-179},
 howpublished={online},
 year={2018},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The paper concerns reliability analysis of steel trusses under fire conditions with taking into account randomness of buckling coefficient, modulus of elasticity's and yield strength's reduction factors. To assess the reliability system analysis was employed. The calculations of appropriate standard deviations of random variables were realized in Mathematica program. Two types of trusses were analysed: statically determinate and indeterminate, so respectively serial and mixed system were used. The results, gotten for different levels of coefficients of variation of reduction factors were presented.},
 type={Article},
 title={Influence of randomness of buckling coefficient on the reliability index's value under fire conditions},
 URL={http://journals.pan.pl/Content/115604/PDF/13_ace-2018-0037.pdf},
}