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Vertical Bracing Connections for Moderate Seismic Demands
This paper will discuss the effects of large deformations and stiffeners on the behavior and design of gusset plates. It will also present a procedure to predict the inherent moment resistance of beam-to-column vertical bracing connections.
Vertical Bracing Connections for Moderate Seismic Demands
This paper will discuss the effects of large deformations and stiffeners on the behavior and design of gusset plates. It will also present a procedure to predict the inherent moment resistance of beam-to-column vertical bracing connections.
Vertical Bracing Connections for Moderate Seismic Demands
Muir, Larry S. (author) / Thornton, William A. (author)
Structures Congress 2009 ; 2009 ; Austin, Texas, United States
Structures Congress 2009 ; 1-10
2009-04-29
Conference paper
Electronic Resource
English
Vertical Bracing Connections for Moderate Seismic Demands
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