Add to ORKGThe calibration procedure of a numerical model based on the simulation of the moment-curvature relation for cold-formed steel beams is presented. The results of bending tests on beams with double-channel cross-section are used to assess the proper values to the parameters which quantify the model
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure b...
Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in...
Recent developments for applications of cold formed steel elements that are increasingly slender hav...
11th International Specially Conference on Cold-Formed Steel Structures, University of Missouri-Roll...
Built-up members of cold-formed steel (CFS) profiles were tested in 4-point bending. CFS profiles (g...
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure be...
This paper describes an experimental program carried out at the University of Sheffield to investiga...
Thin-walled cold-formed member critical load in the coupling point of overall/local buckling modes ...
The results of two series of experimental investigations to evaluate the mechanical properties and t...
C- and Z-sections are two of the most common cold-formed steel shapes in use today. Accurate predict...
1 v. (various pagings) : ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577M CSE 2003 LeeCold for...
Cold-formed steel shapes have been widely employed in steel construction, where they frequently offe...
The present paper is concerned with the experimental and numerical investigation on built-up cold-fo...
Cold-formed steel profiles are increasingly in demand in the construction market because of their sp...
Cold-formed steel members are widely employed in steel construction because their structural compone...
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure b...
Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in...
Recent developments for applications of cold formed steel elements that are increasingly slender hav...
11th International Specially Conference on Cold-Formed Steel Structures, University of Missouri-Roll...
Built-up members of cold-formed steel (CFS) profiles were tested in 4-point bending. CFS profiles (g...
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure be...
This paper describes an experimental program carried out at the University of Sheffield to investiga...
Thin-walled cold-formed member critical load in the coupling point of overall/local buckling modes ...
The results of two series of experimental investigations to evaluate the mechanical properties and t...
C- and Z-sections are two of the most common cold-formed steel shapes in use today. Accurate predict...
1 v. (various pagings) : ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577M CSE 2003 LeeCold for...
Cold-formed steel shapes have been widely employed in steel construction, where they frequently offe...
The present paper is concerned with the experimental and numerical investigation on built-up cold-fo...
Cold-formed steel profiles are increasingly in demand in the construction market because of their sp...
Cold-formed steel members are widely employed in steel construction because their structural compone...
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure b...
Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in...
Recent developments for applications of cold formed steel elements that are increasingly slender hav...