2012
DOI: 10.1016/j.advengsoft.2011.05.033
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Neural network based prediction schemes of the non-linear seismic response of 3D buildings

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Cited by 117 publications
(43 citation statements)
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“…For some of the proposed methods, the selection methods of the seismic loads used for verification of the trained NNs were inappropriate. In some studies, the same EQs as those used for training were taken as new EQs for verification, with only the intensities being changed . Thus, the factors affecting the response amplifications of the building structures subjected to the EQs, such as their duration and dominant period, were unchanged.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…For some of the proposed methods, the selection methods of the seismic loads used for verification of the trained NNs were inappropriate. In some studies, the same EQs as those used for training were taken as new EQs for verification, with only the intensities being changed . Thus, the factors affecting the response amplifications of the building structures subjected to the EQs, such as their duration and dominant period, were unchanged.…”
Section: Introductionmentioning
confidence: 99%
“…In some cases, the validity of the seismic damage prediction method was examined numerically using structural modeling information for a number of building cases as well as damage indexes obtained through FEM‐based analysis of the model, without introduction of the SHM concept, which is a practical and reasonable approach to structural condition evaluation. In other studies, although the methods were implemented in the SHM framework based on recorded structural responses, only numerical validation was presented. Thus, support for practical application of the developed methods using the measured structural responses was not provided.…”
Section: Introductionmentioning
confidence: 99%
“…[38] proposes a NN based prediction scheme for the dynamic behavior of structural systems under multiple seismic excitations. The NN prediction includes two different ways: 1) A non-adaptive scheme that uses multiple accelerometers in training NN, and utilizes for the prediction of the structural seismic response ; 2) An adaptive scheme uses multiple accelerometers in the training.…”
Section: Bidirectional Vibration Controlmentioning
confidence: 99%
“…In order to correlate the parameters it was proposed to use artificial neural networks (ANN). The latter have been increasingly used in construction [12][13][14][15][16][17][18][19][20][21].…”
Section: Introductionmentioning
confidence: 99%