A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Extended End‐Plate Moment Connections
A comparison between results from the components‐based finite element method (CBFEM) and traditional calculation methods used in US practice for extended end‐plate moment connections is presented in this chapter. Traditional calculations for flexural yielding of the end plate are based on yield line theory and can be limiting in comparison to the direct modeling approach of CBFEM. Comparisons are also made between capacity design procedures.
Extended End‐Plate Moment Connections
A comparison between results from the components‐based finite element method (CBFEM) and traditional calculation methods used in US practice for extended end‐plate moment connections is presented in this chapter. Traditional calculations for flexural yielding of the end plate are based on yield line theory and can be limiting in comparison to the direct modeling approach of CBFEM. Comparisons are also made between capacity design procedures.
Extended End‐Plate Moment Connections
StatiCa, IDEA (author) / Denavit, Mark (author) / Nassiri, Ali (author) / Mahamid, Mustafa (author) / Vild, Martin (author) / Sezen, Halil (author)
2024-10-15
14 pages
Article/Chapter (Book)
Electronic Resource
English
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Behavior of extended end plate moment connections under cyclic loading
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