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Engineering Structures
Volume 26, Issue 8, July 2004, Pages 1155-1162
 
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doi:10.1016/j.engstruct.2004.03.018    
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Copyright © 2004 Elsevier Ltd. All rights reserved.

Diagnosis of prestressed concrete pile defects using probabilistic neural networks

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C. M. TamCorresponding Author Contact Information, E-mail The Corresponding Author, Thomas K. L. Tong, Tony C. T. Lau and K. K. Chan

Department of Building and Construction, City University of Hong Kong, Tat Chee Avenue, Kowloon, Hong Kong


Received 18 March 2003; 
Revised 11 March 2004; 
accepted 19 March 2004. 
Available online 8 May 2004.

Abstract

Previous studies have applied artificial neural networks (ANN) with the back-propagation learning algorithm for diagnosing pre-stressed concrete piles. Recent developments of ANN breed a new form of network architectures for modeling this specific type of classification problems: Probabilistic Neural Networks (PNN). This paper presents this probabilistic neural network architecture for diagnosing the causes of prestressed concrete pile damages. In this paper, the use of neural networks for construction is first presented and the various types of neural networks are introduced. Then, based upon a set of data collected from the previous study on prestressed concrete pile diagnosis, the common features of concrete pile damage and their causes are identified. The PNN model and its architecture are described. Using the set of data, the network is trained and the procedural steps are described. A random seed approach for cross validation is used to assess the reliability of the model. Lastly, the result of the network training is discussed and analyzed, which demonstrates the robustness of the model developed.

Author Keywords: Pile diagnosis; Probabilistic neural networks; Random seeds cross validation

Article Outline

1. Introduction
2. Neural network overview
3. Probabilistic neural networks
4. Causes of damage and symptoms of failing prestressed concrete piles
5. Modeling Procedures
5.1. Input for the Network
5.2. Scaling Functions
5.3. Calibration for PNN
5.4. Random extraction testing
5.5. Genetic breeding pool size
6. Estimation of causes for damaged prestressed concrete piles
7. Analysis of results
8. Accuracy levels in classifying causes for prestressed concrete pile damage
9. Conclusion
References





Corresponding Author Contact InformationCorresponding author. Tel.: +852-2788-7609; fax: +852-2788-7612.


Engineering Structures
Volume 26, Issue 8, July 2004, Pages 1155-1162
 
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