ARTICLES
May 1, 2000
Global Optimum Design of Cold-Formed Steel I-Shape Beams
Authors: Asim Karim and Hojjat AdeliAuthor Affiliations
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.
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
History
Received: Aug 25, 1997
Published online: May 1, 2000
Published in print: May 2000
Permissions
Request permissions for this article.
Authors
Affiliations
Asim Karim
Hojjat Adeli
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.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.