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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 34
DEVELOPMENTS IN NEURAL NETWORKS AND EVOLUTIONARY COMPUTING FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping
Paper II.1
Neural Network-Based Approximations for Structural Analysis W.M. Jenkins
Department of Civil Engineering, University of Leeds, Leeds, UK W.M. Jenkins, "Neural Network-Based Approximations for Structural Analysis", in B.H.V. Topping, (Editor), "Developments in Neural Networks and Evolutionary Computing for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 25-35, 1995. doi:10.4203/ccp.34.2.1
Abstract
Structural design optimization involves, coincidentally, the
continuous re-analysis of the structure in line with changes
in topology and structural properties. If the re-analysis is
carried out by exact methods. then the CPU time needed for
the optimization can be significantly increased. In these
circumstances, approximate methods may offer an
alternative to exact re-analysis. There are other situations
where access to a reliable and rapid approximate analysis
would be an advantage. for example with highly
standardized or regular structures. This paper describes a
study of the application of a neural network-based method of
approximate analysis and offers some observations on
matters such as network topology and training.
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