Genetic Algorithm-Based Neural Network for Estimation of Scour Depth Around Bridge Abutment
A.K. Md. Fujail1 , S.A. Begum2 , A.K. Barbhuiya3
Section:Research Paper, Product Type: Journal Paper
Volume-6 ,
Issue-7 , Page no. 1544-1554, Jul-2018
CrossRef-DOI: https://doi.org/10.26438/ijcse/v6i7.15441554
Online published on Jul 31, 2018
Copyright © A.K. Md. Fujail, S.A. Begum, A.K. Barbhuiya . This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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IEEE Style Citation: A.K. Md. Fujail, S.A. Begum, A.K. Barbhuiya, “Genetic Algorithm-Based Neural Network for Estimation of Scour Depth Around Bridge Abutment,” International Journal of Computer Sciences and Engineering, Vol.6, Issue.7, pp.1544-1554, 2018.
MLA Style Citation: A.K. Md. Fujail, S.A. Begum, A.K. Barbhuiya "Genetic Algorithm-Based Neural Network for Estimation of Scour Depth Around Bridge Abutment." International Journal of Computer Sciences and Engineering 6.7 (2018): 1544-1554.
APA Style Citation: A.K. Md. Fujail, S.A. Begum, A.K. Barbhuiya, (2018). Genetic Algorithm-Based Neural Network for Estimation of Scour Depth Around Bridge Abutment. International Journal of Computer Sciences and Engineering, 6(7), 1544-1554.
BibTex Style Citation:
@article{Fujail_2018,
author = {A.K. Md. Fujail, S.A. Begum, A.K. Barbhuiya},
title = {Genetic Algorithm-Based Neural Network for Estimation of Scour Depth Around Bridge Abutment},
journal = {International Journal of Computer Sciences and Engineering},
issue_date = {7 2018},
volume = {6},
Issue = {7},
month = {7},
year = {2018},
issn = {2347-2693},
pages = {1544-1554},
url = {https://www.ijcseonline.org/full_paper_view.php?paper_id=2641},
doi = {https://doi.org/10.26438/ijcse/v6i7.15441554}
publisher = {IJCSE, Indore, INDIA},
}
RIS Style Citation:
TY - JOUR
DO = {https://doi.org/10.26438/ijcse/v6i7.15441554}
UR - https://www.ijcseonline.org/full_paper_view.php?paper_id=2641
TI - Genetic Algorithm-Based Neural Network for Estimation of Scour Depth Around Bridge Abutment
T2 - International Journal of Computer Sciences and Engineering
AU - A.K. Md. Fujail, S.A. Begum, A.K. Barbhuiya
PY - 2018
DA - 2018/07/31
PB - IJCSE, Indore, INDIA
SP - 1544-1554
IS - 7
VL - 6
SN - 2347-2693
ER -
VIEWS | XML | |
597 | 388 downloads | 308 downloads |
Abstract
Scour depth at abutment is a major cause of bridge failure and significant issue towards maintenance cost of a bridge. Thus, early estimation of scour depth at abutment is essential for safe and cost-effective abutment structure design. Extensive research has been carried out to develop methods for predicting the depth of abutment scour. Despite various models presented by researchers to estimate the equilibrium local scour depth, an efficient technique with enhanced estimation capability will be more beneficial. The paper is aimed at investigating the applicability of soft computing (SC) models viz. artificial neural network, gene-expression programming (GEP) and hybrid techniques for estimation of scour depth around vertical, semi-circular and 45° wing-wall abutments using laboratory data compiled from published literature. The paper also emphasizes on further enhancement of the performances of the SC based models. On experimentations, the performance of multilayer perceptron (MLP) neural network for each type of abutment was found more effective than radial basis function network, GEP model and empirical equations. The generalization performance of optimal MLP network developed for each type of abutment was then improved with evolving connection weights of the MLP by Genetic Algorithm (GA-MLP). Finally, the hybrid model is validated with different types of validation techniques. The study demonstrates the suitability of the SC based hybrid methodology in improving the predictive accuracy of scour depth around different types of abutments.
Key-Words / Index Term
Scour depth, artificial neural network, genetic algorithm, hybrid technique, GEP
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