Optimal Design of Continuous Reinforced Concrete Beams Using Neural Networks

Journal Title: Transactions on Machine Learning and Artificial Intelligence - Year 2015, Vol 3, Issue 4

Abstract

This paper aims to build a neural network model to optimally design two-span continuous reinforced concrete beams. The training and checking data of the neural network are obtained by genetic algorithms, whose constraints are built according to the ACI Building Code and objective function is to find the minimum cost of longitudinal reinforcement, stirrups and concrete. The neural network adopted in this paper is the feed forward back propagation network, whose input vector consists of the span, width and effective depth of the beam, dead load, compressive strength of concrete as well as yield strength of steel and the output vector the positive and negative steel ratios and minimum total cost. The correlation coefficients between the target and network output of the testing data can reach as high as 0.9992, 0.9980 and 0.9999, respectively for the positive and negative steel ratios and minimum cost. Compared with the adaptive neuro-fuzzy inference system, the neural network shows almost the same accuracy but is much easier implemented.

Authors and Affiliations

Jiin-Po Yeh, Ren-Pei Yang

Keywords

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  • EP ID EP278821
  • DOI 10.14738/tmlai.34.1303
  • Views 34
  • Downloads 0

How To Cite

Jiin-Po Yeh, Ren-Pei Yang (2015). Optimal Design of Continuous Reinforced Concrete Beams Using Neural Networks. Transactions on Machine Learning and Artificial Intelligence, 3(4), 1-15. https://europub.co.uk/articles/-A-278821