05.37: On stability of unbraced steel frames with semi-rigid joints

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 1363-1370
Author(s):  
Przemysław Krystosik
Keyword(s):  
2009 ◽  
Vol 65 (3) ◽  
pp. 631-640 ◽  
Author(s):  
A.N.T. Ihaddoudène ◽  
M. Saidani ◽  
M. Chemrouk

2018 ◽  
Vol 9 (1) ◽  
pp. 159-162
Author(s):  
Alíz Éva Máthé ◽  
Cristian Ciplea

Abstract The realistic response of the steel frames cannot always be investigated with idealized rigid or articulated joints. For sideways loads, significant calculation errors may occur if the modeling of the joints does not take into account their most realistic behaviour. The use of semi-rigid joints, both in design and construction, can result in favourable structural properties in the case of steel frames, especially in seismic areas.


2017 ◽  
Author(s):  
João Victor Silva Rangel ◽  
Gines Arturo Santos Falcón ◽  
Carlos Alberto Medeiros

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