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contributor authorH. Md. Azamathulla
contributor authorAminuddin Ab Ghani
contributor authorNor Azazi Zakaria
contributor authorAytac Guven
date accessioned2017-05-08T21:50:40Z
date available2017-05-08T21:50:40Z
date copyrightMarch 2010
date issued2010
identifier other%28asce%29hy%2E1943-7900%2E0000157.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63962
description abstractBridge-pier scour is a significant problem for the safety of bridges. Extensive laboratory and field studies have been conducted examining the effect of relevant variables. This note presents an alternative to the conventional regression-based equations (HEC-18 and regression equation developed by the writers), in the form of artificial neural networks (ANNs) and genetic programming (GP). There had been 398 data sets of field measurements that were collected from published literature and were used to train the network or evolve the program. The developed network and evolved programs were validated by using the observations that were not involved in the training. The performance of GP was found more effective when compared to regression equations and ANNs in predicting the scour depth at bridge piers.
publisherAmerican Society of Civil Engineers
titleGenetic Programming to Predict Bridge Pier Scour
typeJournal Paper
journal volume136
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000133
treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
contenttypeFulltext


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