Confidence Intervals for Neural Networks and Applications to Modeling Engineering Materials

Feedforward neural networks have been theoretically proved to be able to approximate a nonlinear function to any degree of accuracy as long as enough nodes exist in the hidden layer(s) (Hornik et. al. 1989). However, when feedforward neural networks are applied to modeling physical systems in the real world, people care more about their prediction capabilities than accurate modeling abilities. If a neural network is trained with noisy data measured from an experiment, what is the predictive performance of the neural network when unseen input data is fed into it? In this chapter, the confidence interval and prediction interval of a neural network model will be discussed. In particular, how the nonlinear structure of a feedforward neural network, impacts the confidence interval will be analyzed. Then, as an application, the measure of confidence to estimate nonlinear elastic behavior of reinforced soil is demonstrated. This chapter starts with a description of the structure of feedforward neural networks and basic learning algorithms. Then, nonlinear regression and its implementation within the nonlinear structure like a feedforward neural network will be discussed. The presentation will show confidence intervals and prediction intervals as well as applying them to a onehidden-layer feedforward neural network with one, two or more hidden node(s). Next, it is proceeded to apply the concepts of confidence intervals to solving a practical problem, prediction of the constitutive parameters of reinforced soil that is considered as composite material mixed with soil, geofiber and lime powder. Prediction intervals for the practical case is examined so that more quality information on the performance of reinforced soil for better decision-making and continuous improvement of construction material designs can be provided. Finally, the neural network-based parameter sensitivities will be analyzed. In order to clearly present the algorithms discussed in this chapter, some notations are declared as follows: matrices and vectors are written in boldface letters, and scalars in italics. Vectors are defined in column vectors. The superscript T of a matrix (or vector) denotes the transpose of the matrix (or vector).

[1]  Radoslaw L. Michalowski,et al.  CONTINUUM VERSUS STRUCTURAL APPROACH TO STABILITY OF REINFORCED SOIL , 1995 .

[2]  George Chryssolouris,et al.  Confidence interval prediction for neural network models , 1996, IEEE Trans. Neural Networks.

[3]  Sundaramoorthy Rajasekaran,et al.  Predictions of design parameters in civil engineering problems using SLNN with a single hidden RBF neuron , 2002 .

[4]  Luren Yang,et al.  An Evaluation of Confidence Bound Estimation Methods for Neural Networks , 2002, Advances in Computational Intelligence and Learning.

[5]  Andrzej Cichocki,et al.  Neural networks for optimization and signal processing , 1993 .

[6]  J. T. Hwang,et al.  Prediction Intervals for Artificial Neural Networks , 1997 .

[7]  Jiang Li,et al.  Parameter Estimation of Reinforced Soil Based on Neural Networks , 2006, 2006 International Conference on Computational Inteligence for Modelling Control and Automation and International Conference on Intelligent Agents Web Technologies and International Commerce (CIMCA'06).

[8]  Andrej Pázman,et al.  Nonlinear Regression , 2019, Handbook of Regression Analysis With Applications in R.

[9]  J Li,et al.  Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading , 2002 .

[10]  Mohammad Bagher Menhaj,et al.  Training feedforward networks with the Marquardt algorithm , 1994, IEEE Trans. Neural Networks.

[11]  Frank L. Lewis,et al.  Optimal Control , 1986 .

[12]  Kurt Hornik,et al.  Multilayer feedforward networks are universal approximators , 1989, Neural Networks.

[13]  Jiang Li,et al.  Modeling nonlinear elastic behavior of reinforced soil using artificial neural networks , 2009, Appl. Soft Comput..