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Vertical Bracing Connections for Moderate Seismic Demands

Authors :
William A. Thornton
Larry S. Muir
Source :
Structures Congress 2009.
Publication Year :
2009
Publisher :
American Society of Civil Engineers, 2009.

Abstract

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.

Details

Database :
OpenAIRE
Journal :
Structures Congress 2009
Accession number :
edsair.doi...........a9181b4b8a5f29a925c4a0f73c90abf7
Full Text :
https://doi.org/10.1061/41031(341)84