Nan-Jing Wu

Dr. Nan-Jing Wu

Department of Civil and Water Resources Engineering, National Chiayi University, Chiayi, Taiwan
orcid

Research Focus & Metrics

Academic Career Length

22Years (2005-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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22 April 2021 in Applied Sciences
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Journal Article
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CLChia-Ju Lin
Chia-Ju Lin
Nan-Jing WuNan-Jing Wu
Nan-Jing Wu
An artificial neural network (ANN) model for predicting the compressive strength of concrete is established in this study. The Back Propagation (BP) network with one hidden layer is chosen as the structure of the ANN. The database of real concrete mix proportioning listed in earlier research by another author is used for training and testing the ANN. The proper number of neurons in the hidden layer is determined by checking the features of over-fitting while the synaptic weights and the thresholds are finalized by checking the features of over-training. After that, we use experimental data from other papers to verify and validate our ANN model. The final result of the synaptic weights and the thresholds in the ANN are all listed. Therefore, with them, and using the formulae expressed in this article, anyone can predict the compressive strength of concrete according to the mix proportioning on his/her own.

1 March 2014 in Wave Motion
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Journal Article
Closed access
Nan-Jing WuNan-Jing Wu
Nan-Jing Wu
TTTing-Kuei Tsay
Ting-Kuei Tsay
YCYang-Yih Chen
Yang-Yih Chen

10 July 2021 in Applied Sciences
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Journal Article
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Nan-Jing WuNan-Jing Wu
Nan-Jing Wu
In this study, a radial basis function (RBF) artificial neural network (ANN) model for predicting the 28-day compressive strength of concrete is established. The database used in this study is the expansion by adding data from other works to the one used in the author’s previous work. The stochastic gradient approach presented in the textbook is employed for determining the centers of RBFs and their shape parameters. With an extremely large number of training iterations and just a few RBFs in the ANN, all the RBF-ANNs have converged to the solutions of global minimum error. So, the only consideration of whether the ANN can work in practical uses is just the issue of over-fitting. The ANN with only three RBFs is finally chosen. The results of verification imply that the present RBF-ANN model outperforms the BP-ANN model in the author’s previous work. The centers of the RBFs, their shape parameters, their weights, and the threshold are all listed in this article. With these numbers and using the formulae expressed in this article, anyone can predict the 28-day compressive strength of concrete according to the concrete mix proportioning on his/her own.

1 May 2016 in Ocean Engineering
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Journal Article
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Nan-Jing WuNan-Jing Wu
Nan-Jing Wu
SHShih-Chun Hsiao
Shih-Chun Hsiao
HCHsin-Hung Chen
Hsin-Hung Chen
RYRay-Yeng Yang
Ray-Yeng Yang

1 July 2016 in Engineering Analysis with Boundary Elements
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Journal Article
Closed access
Nan-Jing WuNan-Jing Wu
Nan-Jing Wu
CCChieh Chen
Chieh Chen
TTTing-Kuei Tsay
Ting-Kuei Tsay

1 September 2005 in International Journal for Numerical Methods in Fluids
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Journal Article
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Nan-Jing WuNan-Jing Wu
Nan-Jing Wu
TTTing‐Kuei Tsay
Ting‐Kuei Tsay
DYD. L. Young
D. L. Young