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HSS Circular Braces Welded to a Gusset Plate in a Chevron Concentrically Braced Frame
This chapter evaluates and compares the component‐based finite element method (CBFEM) used in IDEA StatiCa for a chevron brace connection in a concentrically braced frame ‐ HSS circular braces welded to a gusset plate with the AISC 360 provisions. The limit states evaluated are a weld between the gusset plate and brace, a weld between the gusset plate and bottom flange of a beam, the tension yielding of the brace, the tension rupture of the brace, the shear rupture in the brace wall, block shear rupture, gusset plate for tensile yielding and shear yielding along the beam flange, the gusset plate tension yielding on the Whitmore section, the gusset plate for buckling on the Whitmore section, yielding of the beam web, and crippling of the beam web.
HSS Circular Braces Welded to a Gusset Plate in a Chevron Concentrically Braced Frame
This chapter evaluates and compares the component‐based finite element method (CBFEM) used in IDEA StatiCa for a chevron brace connection in a concentrically braced frame ‐ HSS circular braces welded to a gusset plate with the AISC 360 provisions. The limit states evaluated are a weld between the gusset plate and brace, a weld between the gusset plate and bottom flange of a beam, the tension yielding of the brace, the tension rupture of the brace, the shear rupture in the brace wall, block shear rupture, gusset plate for tensile yielding and shear yielding along the beam flange, the gusset plate tension yielding on the Whitmore section, the gusset plate for buckling on the Whitmore section, yielding of the beam web, and crippling of the beam web.
HSS Circular Braces Welded to a Gusset Plate in a Chevron Concentrically Braced Frame
StatiCa, IDEA (Autor:in) / Denavit, Mark (Autor:in) / Nassiri, Ali (Autor:in) / Mahamid, Mustafa (Autor:in) / Vild, Martin (Autor:in) / Sezen, Halil (Autor:in)
15.10.2024
19 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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