Web‐Flange Interaction in Cold‐Formed Steel Z‐Section Columns

Author:

Polyzois D.,Charnvarnichborikarn P.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference14 articles.

1. Charnvarnichborikarn P. and Polyzois D. (1990). “Experimental and analytical investigation of cold‐formed Z‐section steel members in compression.” Research Report No. 1990‐2 Dept. of Civ. Engrg. Univ. of Manitoba Winnipeg Manitoba.

2. Cohen J. M. and Pekoz T. (1986). “Local buckling of plate elements.” Proc. Sessions of Struct. Congress ASCE 235–244.

3. Desmond T. P. (1978). “The behaviour and strength of thin‐walled compression elements with longitudinal stiffeners.” Research Report No. 369 Dept. of Struct. Engrg. Cornell Univ. Ithaca N.Y.

4. Distortional Buckling Formulas for Channel Columns

5. Le Q. P. Polyzois D. and Charnvarnichborikarn P. (1990). “Behaviour of cold‐formed steel members in compression.” Research Report No. 1990‐1 Dept. of Civ. Engrg. Univ. of Manitoba Winnipeg Manitoba.

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