Search
Now showing items 1-4 of 4
Discussion of “<i>Moment Rotation Curves for Bolted Connections</i>” by Yoke Leong Yee and Robert E. Melchers (March, 1986, Vol. 112, No. 3)
Publisher: American Society of Civil Engineers
Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations
Publisher: American Society of Civil Engineers
Abstract: This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel section columns subjected to concentric compression. The tests were carried out between fixed ends in the Structures ...
Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Design
Publisher: American Society of Civil Engineers
Abstract: This paper provides a critical summary of the European standards and design methods available for calculating the strength of cold-formed stainless steel compression members. The standards considered (so far mainly applied ...
Buckling Strength of Rolled Angles: Comparison between International Codes
Publisher: American Society of Civil Engineers
Abstract: Angle profiles belong to the most common steel profiles used in several types of civil engineering structures, such as in lattice towers. Although, in such towers, they are usually considered as axially loaded (truss) ...