Locally Buckled Thin‐Walled Columns

Author:

Mulligan Gale P.,Pekoz Teoman

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Post-Buckling of Geometrically Imperfect Plates

2. Desmond T. P. “The Behavior and Strength of Thin‐Walled Compression Elements with Longitudinal Stiffeners ” Report 369 Department of Structural Engineering Cornell University Ithaca N.Y. Sept. 1978.

3. Local and Overall Buckling of Cold-Formed Members

4. Douty R. T. “A Design Approach to the Strength of Laterally Unbraced Compression Flanges ” Bulletin 37 Engineering Experiment Station Cornell University Ithaca N.Y. 1962.

5. Graves Smith T. R. “The Ultimate Strength of Locally Buckled Columns of Arbitrary Length ” Thin Walled Steel Structures K. C. Rockey and H. V. Hill eds. Crosby Lockwood London England 1969 pp. 35–60.

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