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Elephant Herding Optimization Based Neural Network to Predict Elastic Modulus of Concrete

机译:基于大象放牧优化的神经网络预测混凝土弹性模量

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The concrete requirement is proliferating, especially in developing countries. The elastic modulus of concrete plays a vital role as a design parameter in construction applications. The experimental procedures for finding the elastic modulus of concrete are quite complicated and expensive. Thus, researchers have always been looking for better and efficient methods to replace the traditional methods. In the present study, the issue is addressed by hybridized soft computing technique called Elephant Herding Optimization Based Artificial Neural Network (EHO-ANN). The developed model is then validated with linear regression and standard empirical formulas used for estimation of elastic modulus of concrete. The performances are evaluated by statistic measures like Correlation Coefficient (CC), Root Mean Square Error (RMSE) and Mean Absolute Percent Error (MAPE). The developed EHO-ANN model (Train CC 0.9102 and Test CC 0.9095) has outperformed linear regression (Train CC 0.8287 and Test CC 0.7575) and empirical formula (Train CC 0.8170 and Test CC 0.7645) in predicting the elastic modulus of concrete. Hence, the EHO-ANN model can be used as an alternative method to predict the elastic modulus of concrete.
机译:具体要求是增殖,特别是在发展中国家。混凝土弹性模量在施工应用中作为设计参数起到重要作用。用于找到混凝土弹性模量的实验程序非常复杂和昂贵。因此,研究人员一直在寻找更好和有效的方法来取代传统方法。在本研究中,通过杂交的软计算技术解决了基于大象放牧优化的人工神经网络(EHO-ANN)的杂交软计算技术来解决。然后通过用于估计混凝土弹性模量的线性回归和标准经验公式验证开发的模型。这些性能由相关系数(CC)等统计测量来评估,根均方误差(RMSE)和平均值误差(MAPE)。开发的EHO-ANN型号(火车CC 0.9102和测试CC 0.9095)具有优于线性回归(火车CC 0.8287和测试CC 0.7575)和经验公式(火车CC 0.8170和试验CC 0.7645),以预测混凝土弹性模量。因此,EHO-ANN模型可以用作预测混凝土弹性模量的替代方法。

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