2008
DOI: 10.1016/j.conbuildmat.2006.08.015
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Dynamic soil–structure interaction analysis of buildings by neural networks

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Cited by 30 publications
(13 citation statements)
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“…The output layer, which processes extracted features to obtain the pattern class, has one neuron. However, there is no general rule for selection of the number of neurons in a hidden layer and the number of hidden layers (Pala et al, 2008). Hence, the numbers of hidden layers and neurons in the hidden layer have been determined by trial and are based upon the least effective error and the optimal neural network architecture has been designed using the MATLAB Neural Network Toolbox.…”
Section: Mlp Network Structurementioning
confidence: 99%
“…The output layer, which processes extracted features to obtain the pattern class, has one neuron. However, there is no general rule for selection of the number of neurons in a hidden layer and the number of hidden layers (Pala et al, 2008). Hence, the numbers of hidden layers and neurons in the hidden layer have been determined by trial and are based upon the least effective error and the optimal neural network architecture has been designed using the MATLAB Neural Network Toolbox.…”
Section: Mlp Network Structurementioning
confidence: 99%
“…Wilson (1998) implemented dynamic experiments using a large centrifuge apparatus on soil-pile-cap specimens and recorded the time history of acceleration response of the pile cap (Wilson, 1998). As one of the rare applications of the ANN to an SSI problem, Pala et al used the finite element method to analyze a direct SSI problem and produced the data needed for the DBM (Pala, Caglar, Elmas, Cevik, Saribiyik, 2006). Stewart et al gathered and sorted the earthquake data recorded in real buildings to calibrate the theoretical equations existing for dynamic characteristics of soil-structure systems (Stewart, Seed, Fenves, 1999).…”
Section: Accepted Manuscriptmentioning
confidence: 99%
“…Plevris and Asteris [46] applied ANN to approximate the failure surface for masonry materials. Another interesting application of ANN is soil-structure interaction (SSI) problems which can be seen in reference [47]. Ahmadi-Nedushan proposed an ANFIS model and three nonlinear regression models to predict the elastic modulus of normal and high strength concrete [48].…”
Section: Introductionmentioning
confidence: 99%