References

References

[1]ZHANG C,GROSS J L,MCALLISTER T P,et al.Behavior of Unrestrained and Restrained Bare Steel Columns Subjected to Localized Fire[J].Journal of Structural Engineering,2014,141(10):04014239.

[2]ZHANG C,Li G Q,USMANI A.Simulating the behavior of restrained steel beams to flame impingement from localized-fires[J].Journal of Constructional Steel Research,2013,83:156-165.

[3]EN.1991-1-2:General actions—Actions on structures exposed to fire[S].Belgium,Brussels:European Committee for Standardization,2002.

[4]EN.1993-1-2:General actions—Structural fire design[S].Belgium,Brussels:European Committee for Standardization,2002.

[5]CRAVEIRO H D,RODRIGUES J P C,LAÍM L.Cold-formed steel columns made with open cross-sections subjected to fire[J].Thin-Walled Structures,2014,85:1-14.

[6]KWON Y B,HANCOCK G J.Tests of coldformed channels with local and distortional buckling[J].Journal of structural engineering,1992,118(7):1786-1803.

[7]ZHAO X,REN C,QIN R.An experimental investigation into perforated and non-perforated steel storage rack uprights[J].Thin-Walled Structures,2017,112:159-172.