A Novel Online Structure Damage Identification Using Principal Component Analysis (PCA)

Author(s):  
Soonyoung Hong ◽  
M.-H. Herman Shen

A novel online structure damage identification using Principal Component Analysis (PCA) techniques and the perceptron backpropagation neural network is presented. There are three phases to execute this method. In Phase I, system modal information, frequencies and mode shapes, are calculated. Phase II is for damage location identification; the Residual Force Vectors (RFVs) are computed as input to the first neural network. Then the network was trained to simulate damage location identification. Phase III is the severity identification step. The PCA method is used to modify the input for the second neural network. Then this network identifies the severity. There are three advantages of using the PCA method, First, PCA method characterizes the original modal information precisely. Second, PCA method creates the unique data for different damage cases unlike other modal property based data. Third, the accuracy of the damage identification improves significantly, when compared with previously developed methods. This method can be operated online for the real time structural damage identification.

2007 ◽  
Vol 38 (3) ◽  
pp. 235-248 ◽  
Author(s):  
Tiesong Hu ◽  
Fengyan Wu ◽  
Xiang Zhang

The predictive accuracy of a Rainfall–Runoff Neural Network (RRNN) model depends largely on the suitability of its structure. Unfortunately, the procedures for selecting an appropriate structure for the RRNN have not been thoroughly examined. Inclusion of too many input neurons in the RRNN may complicate its structure, and thereby decrease its generalization performance. The objective of this study is to evaluate the potential of a Principal Component Analysis (PCA) method, i.e. by extracting the principal components from lagged input hydrometeorological data, in improving the predictive accuracy of the RRNN. The Darong River watershed located in Guangxi Province of China, with a drainage area of 722 km2, has been selected to demonstrate the PCA method for modeling the hourly Rainfall–Runoff (RR) relationship. Comparative tests on the forecasting accuracy were conducted among the RRNNs configured with both basin-averaged and spatially distributed rainfall information. Experimental results revealed that, when calibrating the RRNNs with spatially distributed rainfall, the RRNNs using the PCA as an input data-preprocessing tool were found to provide a generally better representation of the RR relationship for the Darong River watershed. However, variable results were observed if the neural networks had been calibrated with basin-averaged rainfall.


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