Design of Cold‐Formed Stainless Steel Tubular Members. I: Columns

Author:

Rasmussen K. J. R.,Hancock G. J.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Bild S. and Trahair N. S. (1988). “Steel column strength models.” J. Const. Steel Res. 11(1).

2. “Cold‐formed welded and seamless carbon steel structural tubing in rounds and shapes.” (1984). ASTM A500 American Society for Testing Materials Philadelphia Pa.

3. Hill H. N. (1944). “Determination of stress strain relations from the offset yield strength values.” Technical Note No. 927 .

4. Lin S. H. Yu W. W. and Galambos T. V. (1988a). “Design of cold‐formed stainless steel structural members—proposed allowable stress design specification with commentary.” Third Progress Report University of Missouri‐Rolla Rolla Mo.

5. Lin S. H. Yu W. W. and Galambos T. V. (1988b). “Load and resistance factor design of cold‐formed stainless steel—statistical analyses and material properties and development of the LRFD provisions.” Fourth Progress Report University of Missouri‐Rolla Rolla Mo.

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