TECHNICAL PAPERS
Dec 15, 2003

Counterpropagation Neural Network Model for Steel Girder Bridge Structures

Publication: Journal of Bridge Engineering
Volume 9, Issue 1

Abstract

Bridge rating is based on the method of design: working stress design (WSD) or load factor design (LFD). A large number of older bridges were rated based on the WSD code. These WSD-based bridge ratings now have to be converted to the LFD-based rating. The LFD-based rating of steel bridges requires a detailed description of the steel girder’s geometric properties, which may not be available. In this article, a counterpropagation neural network model is presented for estimating the detailed section properties of steel bridge girders needed in the LFD-based rating based on the three cross-sectional properties used in the WSD-based rating of bridges: cross-section area, moment of inertia, and section modulus. It is demonstrated that, with proper training of the network using both standard wide-flange shape and representative plate girder data, the proposed model can generate the detailed section properties needed for LFD-based rating of steel bridges quite accurately. The result of this research can be used in an intelligent decision support system (IDSS) to help bridge engineers convert a WSD-based bridge rating to the LFD-based rating.

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References

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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 9Issue 1January 2004
Pages: 55 - 65

History

Received: Aug 24, 2001
Accepted: Sep 27, 2002
Published online: Dec 15, 2003
Published in print: Jan 2004

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Authors

Affiliations

Gene F. Sirca, Jr.
Graduate Student, Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210.
Hojjat Adeli, F.ASCE
Professor, Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210.

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