Buckling analysis of braced and unbraced steel frames exposed to fire

2013 ◽  
Vol 49 ◽  
pp. 541-559 ◽  
Author(s):  
Carlos Couto ◽  
Paulo Vila Real ◽  
Nuno Lopes ◽  
João Paulo Rodrigues
2011 ◽  
Vol 250-253 ◽  
pp. 3876-3879
Author(s):  
Wan Zhen Wang ◽  
Ji Xiang Xu ◽  
Fei Yi Chen

The modified factor formulas, which are applicable to sway steel frames, are derived by considering joint relative rotational stiffness and adopting the modified stiffness factor. The finite element models of steel frames with semi-rigid and rigid connections are established using ANSYS program. Nonlinear finite element analysis of steel frames with two web and top-seat angles steel semi-rigid connections is conducted. Through bulking analysis of sway steel frames with semi-rigid connections, the effective length factor of sway steel frames is derived, which considers nonlinear rotation of two web and top-seat angles steel semi-rigid connections.


2010 ◽  
Vol 97 (33) ◽  
pp. 63-70
Author(s):  
Dong-Ho Choi ◽  
Hoon Yoo ◽  
Sun Gil Gwon

2009 ◽  
Vol 47 (11) ◽  
pp. 1246-1264 ◽  
Author(s):  
C. Basaglia ◽  
D. Camotim ◽  
N. Silvestre

2010 ◽  
Vol 48 (10-11) ◽  
pp. 726-743 ◽  
Author(s):  
D. Camotim ◽  
C. Basaglia ◽  
N. Silvestre

Structures ◽  
2017 ◽  
Vol 10 ◽  
pp. 76-88 ◽  
Author(s):  
Thiago Silva ◽  
Martina Carić ◽  
Carlos Couto ◽  
Paulo Vila Real ◽  
Nuno Lopes ◽  
...  

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