An improved application technique of the adaptive probabilistic neural network for predicting concrete strength

被引:33
作者
Lee, Jong Jae [2 ]
Kim, Dookie [1 ]
Chang, Seong Kyu [1 ]
Nocete, Charito Fe M. [1 ]
机构
[1] Kunsan Natl Univ, Dept Civil & Environm Engn, Kunsan 573701, Jeonbuk, South Korea
[2] Sejong Univ, Dept Civil & Environm Engn, Seoul 143747, South Korea
关键词
Concrete compressive strength; Strength prediction; Probabilistic neural network; Adaptive probabilistic neural network; Dynamic decay adjustment algorithm; COMPRESSIVE STRENGTH; DENSITY; MODEL;
D O I
10.1016/j.commatsci.2008.07.012
中图分类号
T [工业技术];
学科分类号
120111 [工业工程];
摘要
Recently, the probabilistic neural network (PNN) has been applied to the prediction of concrete compressive strength. PNN has the advantage over the conventional neural networks (NN) by utilizing lesser time in determining the network architecture and in training. Moreover. PNN yields probabilistic viewpoints and deterministic classification results. However, an important factor in the estimation results, the smoothing parameter, is a user-defined constant and deciding its value is a crucial part of the procedure. Its value affects prediction results significantly. Therefore. an improved application technique of PNN that does not utilize user-defined values for the smoothing parameter is presented. The proposed method called adaptive probabilistic neural network (APNN) uses the dynamic decay adjustment (DDA) algorithm to automatically calculate the smoothing parameter. Also, the estimation performance of PNN is improved by considering the correlation between the input data and the target output values. To evaluate the efficiency of the proposed method, the predicted strengths are compared with actual concrete compression test results as well as with the results obtained by the conventional PNN. The proposed technique proves to effectively estimate realistic values of concrete compressive strengths better than the conventional PNN. (c) 2008 Elsevier B.V. All rights reserved.
引用
收藏
页码:988 / 998
页数:11
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