Add to ORKGIn this paper the critical local buckling strength of cold-formed stainless steel compression members, with special emphasis on the method developed by Lau and Hancock for distortional buckling is discussed. Cold-formed stainless steel channel and I-section members under axial compression in distortional buckling are analysed. A control experiment is carried out for comparing analytical methods with a finite element method and experimental values
This master project describes a series of compression test performed on lipped channel columns fabri...
M.Tech. (Civil Engineering)The results of an investigation on the local buckling of cold-formed stai...
Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in...
M.Ing.Because cold-formed stainless steel is a new type of light steel material and dose not have a ...
This paper describes the experimental investigation of the distortional buckling of thin-walled stai...
In the current research, distortional buckling of cold-formed stainless steel open-section beams was...
Current cold-formed stainless steel design codes for distortional buckling, including the Australian...
This report describes the experimental investigation of cold-formed, thin-walled stainless steel sec...
Cold-formed steel members are widely employed in steel construction because their structural compone...
This paper provides a critical summary of the European standards and design methods available for ca...
This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel s...
This paper describes the results obtained from a series of compression tests performed on cold form...
The instability of partially stiffened stainless steel compression members due to local buckling of ...
Cold-formed thin-walled steel members are very efficient for structural purposes; they produce struc...
High-strength cold-formed thin-walled steel sections have been widely used in the recent several yea...
This master project describes a series of compression test performed on lipped channel columns fabri...
M.Tech. (Civil Engineering)The results of an investigation on the local buckling of cold-formed stai...
Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in...
M.Ing.Because cold-formed stainless steel is a new type of light steel material and dose not have a ...
This paper describes the experimental investigation of the distortional buckling of thin-walled stai...
In the current research, distortional buckling of cold-formed stainless steel open-section beams was...
Current cold-formed stainless steel design codes for distortional buckling, including the Australian...
This report describes the experimental investigation of cold-formed, thin-walled stainless steel sec...
Cold-formed steel members are widely employed in steel construction because their structural compone...
This paper provides a critical summary of the European standards and design methods available for ca...
This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel s...
This paper describes the results obtained from a series of compression tests performed on cold form...
The instability of partially stiffened stainless steel compression members due to local buckling of ...
Cold-formed thin-walled steel members are very efficient for structural purposes; they produce struc...
High-strength cold-formed thin-walled steel sections have been widely used in the recent several yea...
This master project describes a series of compression test performed on lipped channel columns fabri...
M.Tech. (Civil Engineering)The results of an investigation on the local buckling of cold-formed stai...
Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in...