1994
DOI: 10.1061/(asce)0887-3801(1994)8:2(131)
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Neural Networks in Civil Engineering. I: Principles and Understanding

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Cited by 512 publications
(223 citation statements)
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“…Theoretically, an ANN with one hidden layer can approximate any function as long as sufficient neurons are used in the hidden layer (Hornik et al 1989). Flood and Kartam (1994) suggest using two hidden layers as a starting point. However, it must be stressed that optimal network geometry is highly problem dependent and therefore trial and error is in most cases the only option to determine the optimal number of hidden layers based on 'experience' with the dataset.…”
Section: Number Of Hidden Layersmentioning
confidence: 99%
“…Theoretically, an ANN with one hidden layer can approximate any function as long as sufficient neurons are used in the hidden layer (Hornik et al 1989). Flood and Kartam (1994) suggest using two hidden layers as a starting point. However, it must be stressed that optimal network geometry is highly problem dependent and therefore trial and error is in most cases the only option to determine the optimal number of hidden layers based on 'experience' with the dataset.…”
Section: Number Of Hidden Layersmentioning
confidence: 99%
“…network (ANN) models are able to solve highly nonlinear problems (KhasheiSiuki and Sarbazi, 2013). In the last two decades the application of ANNs in the field of hydrology and water resources has been documented in many papers (Flood and Kartam, 1994;Gupta et al, 2000;Kazemi and hosseini, 2011;yesilnacar and Sahinkaya, 2012;pektaş and doğan, 2015).…”
Section: Introductionmentioning
confidence: 99%
“…SPI can also detect moisture deficiency deeper than the PDSI, which has a response time interval of about 8-12 months [14]. An application of ANN to solve civil engineering problems began in the late 1980s [2]. The preliminary concepts of artificial neural networks (ANNs) and their adaptability to hydrology are well explained [3].…”
Section: Introductionmentioning
confidence: 99%