Tubular Brace Member Connections in Braced Steel Frames
نویسنده
چکیده
cast connections. ABSTRACT: Diagonal bracings are extremely popular elements for lateral load resistance in steel-framed buildings. In turn, the most common shape used for bracing members is the hollow structural section. While the design of such members is straight-forward, the design of gusset-plate connections at the member ends is controversial. This paper reviews the current ‘state-of-the-art’ for the design of such connections, under both static and seismic loading conditions, and for fabricated and cast connections.
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