Hybrid GA/SIMPLS as alternative regression model in dam deformation analysis

Multicollinearity and difficulty of interpreting the coefficients of dam regression models pose two problems: (1) selection of informative variables for analysing dam deformation behaviour, and (2) mitigation of the multicollinearity among the variables. Resolving these two problems necessitates the...

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Veröffentlicht in:Engineering applications of artificial intelligence 2012-04, Vol.25 (3), p.468-475
Hauptverfasser: Xu, Chang, Yue, Dongjie, Deng, Chengfa
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Deng, Chengfa
description Multicollinearity and difficulty of interpreting the coefficients of dam regression models pose two problems: (1) selection of informative variables for analysing dam deformation behaviour, and (2) mitigation of the multicollinearity among the variables. Resolving these two problems necessitates the application of genetic algorithm-based partial least square (GA-PLS) and statistically inspired modification of PLS algorithm (SIMPLS). A SIMPLS regression with the predictor variables selected by GA-PLS (hybrid GA/SIMPLS regression) is put forward to interpret the results obtained from periodic monitoring surveys of hydraulic structures. The hybrid model is employed for analysing the crack behaviour of an earth-rock dam in China. The results show the proposed model is superior to an ordinary SIMPLS and stepwise regression, especially when multicollinearity and influential outliers exist among the variables.
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source ScienceDirect Journals (5 years ago - present)
subjects Algorithms
Crack
Dam
Deformation
GA-PLS
Genetic algorithms
Genetics
Least squares method
Mathematical models
Monitoring
Multicollinearity
Regression
SIMPLS
Stepwise
title Hybrid GA/SIMPLS as alternative regression model in dam deformation analysis
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