Prediction of structural forces of segmental tunnel lining using FEM based artificial neural network

To judge about the performance of designed support system for tunnels, structural forces i.e. peak values of axial and shear forces and moments are critical parameters. So in this study, at first a complete database using finite element method was prepared. Then, a model of artificial neural network...

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Main Authors: Armin Rastbood, Abbas Majdi, Yaghoob Gholipour
Format: Article
Language:English
Published: University of Tehran 2017-06-01
Series:International Journal of Mining and Geo-Engineering
Subjects:
Online Access:http://ijmge.ut.ac.ir/article_62155_6ce0e331f4b69aa8595b9db439a57431.pdf
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spelling doaj-6cf862471a184673a47314af263b88262020-11-24T20:47:03ZengUniversity of TehranInternational Journal of Mining and Geo-Engineering2345-69302345-69492017-06-01511717810.22059/ijmge.2017.223801.59465062155Prediction of structural forces of segmental tunnel lining using FEM based artificial neural networkArmin Rastbood0Abbas Majdi1Yaghoob Gholipour2School of Mining Engineering, College of Engineering, University of Tehran, Tehran, Iran.School of Mining Engineering, College of Engineering, University of Tehran, Tehran, Iran, .Post Code: 1439957131School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran. Post Code: 1439957131To judge about the performance of designed support system for tunnels, structural forces i.e. peak values of axial and shear forces and moments are critical parameters. So in this study, at first a complete database using finite element method was prepared. Then, a model of artificial neural network (ANN) using multi-layer perceptron was developed to estimate lining structural forces. Sensitivity analysis showed that among input variables, the cover of the tunnel is most influencing variable. To prove the efficiency of developed ANN model, coefficient of efficiency (CE), coefficient of correlation (R2), variance account for (VAF), and root mean square error (RMSE) calculated. Obtained results demonstrated a promising precision and high efficiency of the presented ANN method to estimate the structural forces of tunnel lining composed from concrete segments instead of alternative costly and tedious solutions.http://ijmge.ut.ac.ir/article_62155_6ce0e331f4b69aa8595b9db439a57431.pdfArtificial neural networkliningMulti-layer perceptronsegmenttunnel
collection DOAJ
language English
format Article
sources DOAJ
author Armin Rastbood
Abbas Majdi
Yaghoob Gholipour
spellingShingle Armin Rastbood
Abbas Majdi
Yaghoob Gholipour
Prediction of structural forces of segmental tunnel lining using FEM based artificial neural network
International Journal of Mining and Geo-Engineering
Artificial neural network
lining
Multi-layer perceptron
segment
tunnel
author_facet Armin Rastbood
Abbas Majdi
Yaghoob Gholipour
author_sort Armin Rastbood
title Prediction of structural forces of segmental tunnel lining using FEM based artificial neural network
title_short Prediction of structural forces of segmental tunnel lining using FEM based artificial neural network
title_full Prediction of structural forces of segmental tunnel lining using FEM based artificial neural network
title_fullStr Prediction of structural forces of segmental tunnel lining using FEM based artificial neural network
title_full_unstemmed Prediction of structural forces of segmental tunnel lining using FEM based artificial neural network
title_sort prediction of structural forces of segmental tunnel lining using fem based artificial neural network
publisher University of Tehran
series International Journal of Mining and Geo-Engineering
issn 2345-6930
2345-6949
publishDate 2017-06-01
description To judge about the performance of designed support system for tunnels, structural forces i.e. peak values of axial and shear forces and moments are critical parameters. So in this study, at first a complete database using finite element method was prepared. Then, a model of artificial neural network (ANN) using multi-layer perceptron was developed to estimate lining structural forces. Sensitivity analysis showed that among input variables, the cover of the tunnel is most influencing variable. To prove the efficiency of developed ANN model, coefficient of efficiency (CE), coefficient of correlation (R2), variance account for (VAF), and root mean square error (RMSE) calculated. Obtained results demonstrated a promising precision and high efficiency of the presented ANN method to estimate the structural forces of tunnel lining composed from concrete segments instead of alternative costly and tedious solutions.
topic Artificial neural network
lining
Multi-layer perceptron
segment
tunnel
url http://ijmge.ut.ac.ir/article_62155_6ce0e331f4b69aa8595b9db439a57431.pdf
work_keys_str_mv AT arminrastbood predictionofstructuralforcesofsegmentaltunnelliningusingfembasedartificialneuralnetwork
AT abbasmajdi predictionofstructuralforcesofsegmentaltunnelliningusingfembasedartificialneuralnetwork
AT yaghoobgholipour predictionofstructuralforcesofsegmentaltunnelliningusingfembasedartificialneuralnetwork
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