TY - JOUR
T1 - Hybrid intelligent inference model for enhancing prediction accuracy of scour depth around bridge piers
AU - Cheng, Min Yuan
AU - Cao, Minh Tu
N1 - Publisher Copyright:
© 2014 Taylor & Francis.
PY - 2015/9/2
Y1 - 2015/9/2
N2 - Bridge-pier scouring is a main cause of bridge failures. Thus, accurately predicting the scour depth around bridge piers is critical, both to specify adequate depths for new bridge foundations and to assess/monitor the safety of existing bridges. This study proposes a novel artificial intelligence (AI) model, the intelligent fuzzy radial basis function neural network inference model (IFRIM), to estimate future scour depth around bridge piers. IFRIM is a hybrid of the radial basis function neural network (RBFNN), fuzzy logic (FL), and the artificial bee Cclony (ABC) algorithm. In the IFRIM, FL is used to handle the uncertainties in input information, RBFNN is used to handle the fuzzy input–output mapping relationships, and the ABC search engine employs optimisation to identify the most suitable tuning parameters for RBFNN and FL based on minimal error estimation. A 10-fold cross-validation method finds that the IFRIM model achieves at least 21% and 14.5% reductions in root mean square error and mean absolute error values, respectively, compared with other AI techniques. Study results support the IFRIM as a promising new tool for civil engineers to predict future scour depth around bridge piers.
AB - Bridge-pier scouring is a main cause of bridge failures. Thus, accurately predicting the scour depth around bridge piers is critical, both to specify adequate depths for new bridge foundations and to assess/monitor the safety of existing bridges. This study proposes a novel artificial intelligence (AI) model, the intelligent fuzzy radial basis function neural network inference model (IFRIM), to estimate future scour depth around bridge piers. IFRIM is a hybrid of the radial basis function neural network (RBFNN), fuzzy logic (FL), and the artificial bee Cclony (ABC) algorithm. In the IFRIM, FL is used to handle the uncertainties in input information, RBFNN is used to handle the fuzzy input–output mapping relationships, and the ABC search engine employs optimisation to identify the most suitable tuning parameters for RBFNN and FL based on minimal error estimation. A 10-fold cross-validation method finds that the IFRIM model achieves at least 21% and 14.5% reductions in root mean square error and mean absolute error values, respectively, compared with other AI techniques. Study results support the IFRIM as a promising new tool for civil engineers to predict future scour depth around bridge piers.
KW - artificial bee colony
KW - artificial intelligence
KW - bridge piers
KW - fuzzy logic
KW - radial basis function neural networks
KW - scour depth
UR - http://www.scopus.com/inward/record.url?scp=84930752097&partnerID=8YFLogxK
U2 - 10.1080/15732479.2014.939089
DO - 10.1080/15732479.2014.939089
M3 - Article
AN - SCOPUS:84930752097
SN - 1573-2479
VL - 11
SP - 1178
EP - 1189
JO - Structure and Infrastructure Engineering
JF - Structure and Infrastructure Engineering
IS - 9
ER -