Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties

2009 ◽  
Vol 65 (4) ◽  
pp. 832-849 ◽  
Author(s):  
L. Simões da Silva ◽  
C. Rebelo ◽  
D. Nethercot ◽  
L. Marques ◽  
R. Simões ◽  
...  
2012 ◽  
Vol 50 (1) ◽  
pp. 24-36 ◽  
Author(s):  
Y.Q. Wang ◽  
H.X. Yuan ◽  
Y.J. Shi ◽  
M. Cheng

2022 ◽  
Vol 170 ◽  
pp. 108592
Author(s):  
Felipe Piana Vendramell Ferreira ◽  
Rabee Shamass ◽  
Vireen Limbachiya ◽  
Konstantinos Daniel Tsavdaridis ◽  
Carlos Humberto Martins

Author(s):  
Ivan Balázs ◽  
Jindřich Melcher

Abstract Metal beams of thin-walled cross-sections have been widely used in building industry as members of load-bearing structures. Their resistance is usually limited by lateral torsional buckling. It can be increased in case a beam is laterally supported by members of cladding or ceiling construction. The paper deals with possibilities of determination of critical load of thin-walled beams with lateral continuous restraint which is crucial for beam buckling resistance assessment


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