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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Information & Authors
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Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Received: Aug 24, 2001
Accepted: Sep 27, 2002
Published online: Dec 15, 2003
Published in print: Jan 2004
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