2011
DOI: 10.1016/j.eswa.2011.04.169
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A neural network based modelling and sensitivity analysis of damage ratio coefficient

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Cited by 40 publications
(17 citation statements)
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“…Based on the error ratio values, the percentage influence of input parameters can be determined. A similar sensitivity analysis method was employed by Pastor- Barcenasa et al (2005) in surface ozone modelling and by Hadzima-Nyarko et al (2011) in the modelling of the damage ratio coefficient.…”
Section: Sensitivity Analysismentioning
confidence: 99%
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“…Based on the error ratio values, the percentage influence of input parameters can be determined. A similar sensitivity analysis method was employed by Pastor- Barcenasa et al (2005) in surface ozone modelling and by Hadzima-Nyarko et al (2011) in the modelling of the damage ratio coefficient.…”
Section: Sensitivity Analysismentioning
confidence: 99%
“…Therefore, the application of neural network committee (NNC)-based sensitivity analysis was proposed in their report in the case of geotechnical engineering problems. Hadzima-Nyarko et al (2011) have used 15 neural networks, trained by the same combination of input parameters but each time with a different weight initialization. The average network error is taken as the network error used for sensitivity analysis in the neural model of damage ratio coefficient.…”
Section: Introductionmentioning
confidence: 99%
“…The errors ratio values can be used for calculating the percentage influence of input parameters. A similar SA method has been employed by HadzimaNyarko et al [44] in the modeling of the damage ratio coefficient and by Pastor-Bárcenas et al [45] in surface ozone modeling.…”
Section: Sensitivity Analysismentioning
confidence: 99%
“…Using a database of DI spectral functions as well as the results and expressions obtained from experiments, a program (EDABS) that relates structural dimensions and seismic loads with the dynamic properties of structures and the DI was created and presented [28]. Graphical user interface is presented in Fig.…”
Section: Improvement Of Edabs Software For Masonry Buildings With Flementioning
confidence: 99%