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CONTRIBUTION of GRAVITY FRAMES TO SEISMIC PERFORMANCE OF STEEL MOMENT RESISTING FRAMES
Traditionally, lateral stiffness and strength of the gravity frames in steel buildings are neglected in structural analysis. During the past earthquakes, such as Northridge, USA, 1994 and Kobe, Japan, 1995, unexpected failures were detected at beam-to-column connections of steel moment resisting frames (MRFs).ZORLU, Mustafa +3 more
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Seismic Performance Factors for Cold-Formed Steel Special Bolted Moment Frames
Journal of Structural Engineering, 2010Atsushi Sato, Chia-Ming Uang
exaly
Inelastic Behaviour of Moment Resistant Steel Frames
1996Peter Pui-Tak Chui, Siu-Lai Chan
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EFFECT OF COLUMN BASE BEHAVIOUR ON THE SEISMIC RESPONSE OF STEEL MOMENT FRAMES
Journal of Earthquake Engineering, 2005Masahiro Kurata
exaly
Seismic performance factors for moment frames with steel‐concrete composite columns and steel beams
Earthquake Engineering and Structural Dynamics, 2016Jérôme Hajjar +2 more
exaly