Effects of near-fault loading and lateral bracing on the behavior of RBS moment connections

This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connection covers the geometrical and material non-linearities as well as contact and separation between various components of connection. Moment-rotation M- curves for modelled connections using numerical results are made and stress distribution in connection components is presented. The study shows a significant influence of inclination of beam and quantity and location of bolts on the joint rigidity.

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Investigation of major parameters affecting instablility of steel beams with RBS moment connections
Tabar¹,
Deylami²
2006
Steel and Composite Structures
3
0
1
0
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Effects of near-fault loading and lateral bracing on the behavior of RBS moment connections

Cited by 3 publications

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Experimental analysis of seismic resistant composite steel frames with dissipative devices

Experimental analysis of seismic resistant composite steel frames with dissipative devices

Numerical Tests of Steel Beam-to-Column Semi-Rigid Connections

Investigation of major parameters affecting instablility of steel beams with RBS moment connections

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