Add to ORKGCold-formed steel members are becoming increasingly popular in the construction industry due to their superior strength to weight ratio and ease of fabrication as opposed to hot-rolled steel members. These thin-walled members can be subject to various types of buckling modes, including flexural-torsional buckling when they are subjected to axial compression loads. Many desig
Cold-formed steel (CFS) built-up structural members are formed by connecting several single sections...
This paper presents study the buckling behavior of cold-formed single C-section with opening. Cold-f...
Cold-formed steel members and structures are extremely widespread in use at the present time. The de...
Cold-formed steel members are often subject to axial compression loads in a range of applications. T...
Current design rules for the member capacities of cold-formed steel columns are based on the same no...
In modern-day construction industry, cold-formed steel channels have been more interested as the con...
This paper has presented the details of an investigation into the flexural and flexuraltorsional buc...
Open cross-section, thin-walled, cold-formed steel columns have at least three competing buckling mo...
Current design rules for the member capacities of cold-formed steel columns are based on the same no...
Current design standards do not provide adequate guidelines for the fire design of cold-formed steel...
This paper presents the structural behavior of doubly-symmetric built-up cold-formed steel (CFS) col...
This doctoral thesis addresses an increasing demand from the cold-formed steel production industry f...
This paper provides a critical summary of the European standards and design methods available for ca...
An experimental investigation on Cold-formed steel built-up sections with various slenderness were c...
Cold-formed steel (CFS) is one of the popular materials in low and mid-rise building construction. H...
Cold-formed steel (CFS) built-up structural members are formed by connecting several single sections...
This paper presents study the buckling behavior of cold-formed single C-section with opening. Cold-f...
Cold-formed steel members and structures are extremely widespread in use at the present time. The de...
Cold-formed steel members are often subject to axial compression loads in a range of applications. T...
Current design rules for the member capacities of cold-formed steel columns are based on the same no...
In modern-day construction industry, cold-formed steel channels have been more interested as the con...
This paper has presented the details of an investigation into the flexural and flexuraltorsional buc...
Open cross-section, thin-walled, cold-formed steel columns have at least three competing buckling mo...
Current design rules for the member capacities of cold-formed steel columns are based on the same no...
Current design standards do not provide adequate guidelines for the fire design of cold-formed steel...
This paper presents the structural behavior of doubly-symmetric built-up cold-formed steel (CFS) col...
This doctoral thesis addresses an increasing demand from the cold-formed steel production industry f...
This paper provides a critical summary of the European standards and design methods available for ca...
An experimental investigation on Cold-formed steel built-up sections with various slenderness were c...
Cold-formed steel (CFS) is one of the popular materials in low and mid-rise building construction. H...
Cold-formed steel (CFS) built-up structural members are formed by connecting several single sections...
This paper presents study the buckling behavior of cold-formed single C-section with opening. Cold-f...
Cold-formed steel members and structures are extremely widespread in use at the present time. The de...