A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Beam‐Over‐Column Connections
A comparison between results from the component‐based finite element method (CBFEM) and traditional calculation methods used in US practice for beam‐over‐column connections is presented in this chapter. Connection limit states evaluated include beam web local yielding, beam web local crippling, HSS wall local yielding, HSS wall local crippling, cap plate bending, beam flange bending, and bolt tensile rupture. HSS member strength was also evaluated.
Beam‐Over‐Column Connections
A comparison between results from the component‐based finite element method (CBFEM) and traditional calculation methods used in US practice for beam‐over‐column connections is presented in this chapter. Connection limit states evaluated include beam web local yielding, beam web local crippling, HSS wall local yielding, HSS wall local crippling, cap plate bending, beam flange bending, and bolt tensile rupture. HSS member strength was also evaluated.
Beam‐Over‐Column Connections
StatiCa, IDEA (author) / Denavit, Mark (author) / Nassiri, Ali (author) / Mahamid, Mustafa (author) / Vild, Martin (author) / Sezen, Halil (author)
2024-10-15
10 pages
Article/Chapter (Book)
Electronic Resource
English