ARTICLES
May 1, 2000

Global Optimum Design of Cold-Formed Steel I-Shape Beams

Publication: Practice Periodical on Structural Design and Construction
Volume 5, Issue 2

Abstract

Using the computational neural network model developed recently by the writers, a comprehensive parametric study is performed for global optimization of cold-formed steel I-shape beams based on the American Iron and Steel Institute specification. Design curves are presented for global optimum values of the thickness, the web depth-to-thickness ratio, and the flange width-to-thickness ratio.

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References

1.
Adeli, H., and Karim, A. (1997). “Neural network model for optimization of cold-formed steel beams.”J. Struct. Engrg., ASCE, 123(11), 1535–1543.
2.
Adeli, H., and Park, H. S. (1995). “A neural dynamics model for structural optimization—Theory.” Comp. and Struct., 57(1), 383–390.
3.
Adeli, H., and Park, H. S. (1998). Neurocomputing for design automation. CRC, Boca Raton, Fla.
4.
Karim, A., and Adeli, H. (1999). “Global optimum design of cold-formed steel Z-shape beams.”Pract. Periodical on Struct. Des. and Constr., ASCE, 4(1), 17–20.
5.
Specifications for the design of cold-formed steel structural members. (1989). 1986 Ed. with 1989 Addendum, American Iron and Steel Institute, Washington, D.C.

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Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 5Issue 2May 2000
Pages: 78 - 81

History

Received: Aug 25, 1997
Published online: May 1, 2000
Published in print: May 2000

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Grad. Res. Assoc., Dept. of Civ. and Envir. Engrg. and Geodetic Sci., Ohio State Univ., Columbus, OH 43210.
Prof., Dept. of Civ. and Envir. Engrg. and Geodetic Sci., Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH.

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