Reliability and performance-based design by artificial neural network

Whilst conventional approach in structural design is based on reliability-calibrated factored design formula, performance-based design customizes a solution to the specific circumstance. In this work, an artificial neural network approach is employed to determine implicit limit state functions for reliability evaluations in performance-based design and to optimally evaluate a set of design variables under specified performance criteria and corresponding desired reliability levels in design. Case examples are shown for reliability design. Through the establishment of the response and reliability databases, for specified target reliabilities, structural response computations are integrated with the evaluation of design parameters and design can be accomplished. By employing this methodology, with the same performance requirements, pertinent design parameters can be altered in order to evaluate feasible design alternatives, to explore the usage of various structural materials and to define required material quality control.

[1]  Ricardo O. Foschi,et al.  Reliability and performance-based design: a computational approach and applications , 2002 .

[2]  Armen Der Kiureghian,et al.  Inverse Reliability Problem , 1994 .

[3]  Rüdiger Rackwitz,et al.  The effect of discounting, different mortality reduction schemes and predictive cohort life tables on risk acceptability criteria , 2006, Reliab. Eng. Syst. Saf..

[4]  C. Bucher,et al.  On Efficient Computational Schemes to Calculate Structural Failure Probabilities , 1989 .

[5]  Bernard Widrow,et al.  The basic ideas in neural networks , 1994, CACM.

[6]  R. Rackwitz Reliability analysis—a review and some perspectives , 2001 .

[7]  Geoffrey E. Hinton,et al.  Learning internal representations by error propagation , 1986 .

[8]  Kwok-Wing Chau Rainfall-Runoff Correlation with Particle Swarm Optimization Algorithm , 2004, ISNN.

[9]  Philipp Slusallek,et al.  Introduction to real-time ray tracing , 2005, SIGGRAPH Courses.

[10]  Xiao-Hu Yu,et al.  Efficient Backpropagation Learning Using Optimal Learning Rate and Momentum , 1997, Neural Networks.

[11]  Robert E. Melchers,et al.  Structural Reliability: Analysis and Prediction , 1987 .

[12]  M. Georgiopoulos,et al.  Feed-forward neural networks , 1994, IEEE Potentials.

[13]  G. Cheng,et al.  A sequential approximate programming strategy for reliability-based structural optimization , 2006 .

[14]  Orlando Díaz-López,et al.  Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design , 2002 .

[15]  Norman Yarvin,et al.  Networks with Learned Unit Response Functions , 1991, NIPS.

[16]  Kwok-wing Chau River stage forecasting with particle swarm optimization , 2004 .

[17]  J H Garrett,et al.  WHERE AND WHY ARTIFICIAL NEURAL NETWORKS ARE APPLICABLE IN CIVIL ENGINEERING , 1994 .

[18]  Chuntian Cheng,et al.  Real-Time Prediction of Water Stage with Artificial Neural Network Approach , 2002, Australian Joint Conference on Artificial Intelligence.

[19]  Amos Gilat,et al.  Matlab, An Introduction With Applications , 2003 .

[20]  Y. K. Wen,et al.  Reliability and performance-based design☆ , 2001 .