Proposing two new methods to decrease lateral-torsional buckling in reduced beam section connections

Reduced web section (RWS) connections can prevent lateral-torsional buckling and web local buckling experienced by reduced beam section (RBS) connections. In RWS connections, removing a large portion of web can result in shear demand intolerance induced to plastic hinge region. The present study aim...

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Veröffentlicht in:	Frontiers of Structural and Civil Engineering 2022-12, Vol.16 (12), p.1581-1598
Hauptverfasser:	EBRAHIMI, Samira, EGHBALI, Nasrin BAKHSHAYESH, AHMADI, Mohammad Mehdi
Format:	Artikel
Sprache:	eng
Schlagworte:	Buckling Cities Civil Engineering Countries cyclic performance Degradation Drift Engineering Finite element method Flanges Intolerance Joints (junctions) lateral-torsional buckling Plastic properties Plasticity RBS RBS-ST Reduction Regions Research Article RW-RBS Stiffeners Webs (structural)
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