Krill herd algorithm-based neural network in structural seismic reliability evaluation

被引:125
作者
Asteris, Panagiotis G. [1 ]
Nozhati, Saeed [2 ]
Nikoo, Mehdi [3 ]
Cavaleri, Liborio [4 ]
Nikoo, Mohammad [5 ]
机构
[1] Sch Pedag & Technol Educ, Computat Mech Lab, GR-14121 Athens, Greece
[2] Marquette Univ, Dept Math Stat & Comp Sci, Milwaukee, WI 53233 USA
[3] Islamic Azad Univ, Young Researchers & Elite Club, Ahvaz Branch, Ahvaz, Iran
[4] Univ Palermo, Dept Civil Environm Aerosp & Mat Engn DICAM, Palermo, Italy
[5] Islamic Azad Univ, SAMA Tech & Vocat Training Coll, Ahvaz Branch, Ahvaz, Iran
关键词
Artificial intelligence techniques; artificial krill herd algorithm; artificial neural networks; krill herd; optimization; regression models; seismic reliability assessment of structures; COMPRESSIVE STRENGTH; PREDICTION; CONCRETE; DESIGN; FUZZY;
D O I
10.1080/15376494.2018.1430874
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this research work, the relative displacement of the stories has been determined by means of a feedforward Artificial Neural Network (ANN) model, which employs one of the novel methods for the optimization of the artificial neural network weights, namely the krill herd algorithm. For the purpose of this work, the area, elasticity, and load parameters were the input parameters and the relative displacement of the stories was the output parameter. To assess the precision of the feedforward (FF) model optimized using the Krill Herd Optimization (FF-KH) algorithm, comparison of results has been performed relative to the results obtained by the linear regression model, the Genetic Algorithm (GA), and the back propagation neural network model. The comparison of results has been carried out in the training and test phases. It has been revealed that the artificial neural network optimized with the krill herd algorithm supersedes the afore-mentioned models in potential, flexibility, and precision.
引用
收藏
页码:1146 / 1153
页数:8
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