DISCUSSIONS AND CLOSURES
Jul 1, 1991
Closure to “Design Interaction Equations for Steel Members” by Iqbal S. Sohal, Lian Duan, and Wai‐Fah Chen (July, 1989, Vol. 115, No. 7)
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VIEW THE ORIGINAL ARTICLEAuthors: Iqbal S. Sohal, Lian Duan, and Wai‐Fah ChenAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 117, Issue 7
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References
1.
Bradford, M. A., and Trahair, N. S. (1985). “Inelastic buckling of beam‐columns with unequal end moments.” J. Constr. Steel Res., 5(3), 195–212.
2.
Duan, L., Sohal, I. S., and Chen, W. F. (1989). “On beam‐column moment amplification factor.” Engrg. J., 26(4), 130–135.
3.
Duan, L., and Chen, W. F. (1991). “Closure to ‘Design interaction equation for steel beam‐columns,’” J. Struct. Engrg., ASCE, 115(5), 1225–1243.
4.
Liew, R. J. Y., White, D. W, and Chen, W. F. (1990). “Beam‐column design in steel frameworks.” Struct. Eng. Report No. CE‐STR‐90‐24, Purdue University, West Lafayette, Ind.
5.
Yura, J. A. (1988). Elements for teaching load and resistance factor design: Combined bending and axial load. University of Texas at Austin, Austin, Tex., 55–71.
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Copyright © 1991 ASCE.
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Published online: Jul 1, 1991
Published in print: Jul 1991
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Authors
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Iqbal S. Sohal
Asst. Prof., Dept. of Civ. and Envir. Engrg., Rutgers Univ., Piscataway, NJ 08855
Lian Duan
Teaching Assoc., Dept. of Civ. Engrg., South Dakota School of Mines and Tech., Rapid City, SD 57701
Wai‐Fah Chen
Prof. and Head of Struct. Engrg., School of Civ. Engrg., Purdue Univ., West Lafayette, IN
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