2010
DOI: 10.1016/j.engstruct.2010.03.010
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An evaluation of effective design parameters on earthquake performance of RC buildings using neural networks

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Cited by 99 publications
(48 citation statements)
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“…The first one employs standard numerical optimization techniques (BF, CGB, CGF, CGP, LM, OSS, and SCG). The second one is metaheuristic techniques including variable back-propagation learning rate (GDA, GDM, and GDX) and flexible back-propagation (RP), derived from the performance analysis of a standard steepest descent algorithm [36]. Therefore, the number of input nodes of the NN is 8 with two hidden layers and hidden nodes which provide a compatibility between accurate predictions and computationally efficient calculations.…”
Section: Nn Predictions Schemementioning
confidence: 99%
“…The first one employs standard numerical optimization techniques (BF, CGB, CGF, CGP, LM, OSS, and SCG). The second one is metaheuristic techniques including variable back-propagation learning rate (GDA, GDM, and GDX) and flexible back-propagation (RP), derived from the performance analysis of a standard steepest descent algorithm [36]. Therefore, the number of input nodes of the NN is 8 with two hidden layers and hidden nodes which provide a compatibility between accurate predictions and computationally efficient calculations.…”
Section: Nn Predictions Schemementioning
confidence: 99%
“…This choice was based on the fact that this type of ANNs was successfully used in many published investigations which are related to the subject of the present investigation (see e.g. [10,11,16,17,18]). …”
Section: Selection Of the Type Of Annsmentioning
confidence: 99%
“…ANN model was trained using self simulation to learn the cyclic behavior of the beam-column connection. Arslan [50] evaluated the effective design parameters and earthquake performance of the RC buildings using neural networks. The earthquake performance estimation percentages of the selects ANN algorithms vary between 91.68% and 98.47% depending on the type of the algorithm and other parameters of the ANN model.…”
Section: Earthquake Engineering Applicationsmentioning
confidence: 99%