Now showing items 1-5 of 5
Ductility Demands on CFS Structural Connections of Advanced High Strength Steel
The objective of this paper is to investigate the ductility demand for typical cold-formed steel (CFS) connections when advanced high strength steel (AHSS) is used for the components. Although currently AHSS is mostly used ...
Extensions of the constrained Finite Strip Method for thin-walled members: closed sections and sections with rounded corners
The objective of this paper is to provide a derivation for a constrained Finite Strip Method (cFSM) stability solutions that applied to thin-walled members with closed sections and sections with rounded corners. The current ...
Seismic performance and most unfavorable and favorable Load distributions of steel storage rack: an optimization approach
In the current rack seismic design, the load distribution is generally considered to be placed uniformly on the rack, but the reality usually differ. In this paper, the objective is to identify the most unfavorable and ...
Appliance of plastic hinge method considering distortional buckling in pushover analysis of cold-formed rack structure
The objective of this paper is to develop a yielding surface of thin-walled cold-formed steel members subjected to distortional buckling, and then integrate the surface into pushover analysis of rack structures. Distortional ...
Numerical investigation of the impact of bearing condition on the axial behavior of variable-height cold-formed steel stud wall assemblies
This paper is devoted to identifying and numerically characterizing the strength of cold-formed steel (CFS) wall assemblies of various height with non-uniform bearing conditions. The results are for a means of evaluating ...