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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
openaire   +1 more source

Generic frame model for simulation of earthquake responses of steel moment frames

Earthquake Engineering and Structural Dynamics, 2002
Masayoshi Nakashima
exaly  

Multiobjective optimization for performance-based seismic design of steel moment frame structures

Earthquake Engineering and Structural Dynamics, 2005
Scott Burns
exaly  

Reducing the in-plane effect of infill on steel moment frame

International Journal of Steel Structures, 2017
exaly  

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