Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The Finite Element Analysis of Effect Factor about the Shear Behavior of Cold-Formed Steel Composite Wall
This paper adopts the finite element method to study the shear resistance of the first floor cold-formed steel composite walls in six stories residential structures, plastic shell element is used, materials nonlinearity and geometric large deformation are considered. The screws connecting sheathing and frame are modeled through coupling methods. Analyzing the influence of factors such as stud spacing,Brace and rigid bracing's establishment,component wall thickness to the shear behavior of cold-formed steel composite wall, these dates can provide certain theory for the actual project.
The Finite Element Analysis of Effect Factor about the Shear Behavior of Cold-Formed Steel Composite Wall
This paper adopts the finite element method to study the shear resistance of the first floor cold-formed steel composite walls in six stories residential structures, plastic shell element is used, materials nonlinearity and geometric large deformation are considered. The screws connecting sheathing and frame are modeled through coupling methods. Analyzing the influence of factors such as stud spacing,Brace and rigid bracing's establishment,component wall thickness to the shear behavior of cold-formed steel composite wall, these dates can provide certain theory for the actual project.
The Finite Element Analysis of Effect Factor about the Shear Behavior of Cold-Formed Steel Composite Wall
Advanced Materials Research ; 295-297 ; 415-418
04.07.2011
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Europäisches Patentamt | 2020
|Cold-formed Steel-framed Shear Wall Assemblies
British Library Online Contents | 2007
|Experimental Study on Shear Behavior of Meshwork Cold-Formed Thin-Wall Steel RC Shear Wall
British Library Conference Proceedings | 2012
|Finite element analysis and design of unlined cold-formed steel wall frames
British Library Conference Proceedings | 2002
|