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Prediction of Compressive Strength of Self-Compacting Concrete using Least Square Support Vector Machine and Relevance Vector Machine

机译:最小二乘支持向量机和相关向量机预测自密实混凝土的抗压强度。

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This article examines the capability of Least Square Support Vector Machine (LSSVM) and Relevance Vector Machine (RVM) for determination of compressive strength (f_c) of self compacting concrete. The input variables of LSSVM and RVM are Cement (kg/m~3)(C), Fly ash (kg/m~3)(F), Water/powder (w/p), Superplasticizer dosage (%)(SP) Sand (kg/m~3)(S) and Coarse Aggregate (kg/m~3)(CA). The output of LSSVM and RVM is f_c. The developed LSSVM and RVM give equations for prediction of f_c. A comparative study has been done between the developed LSSVM, RVM and ANN models. Experiments have been conducted to verify the developed RVM and LSSVM. The developed RVM gives variance of the predicted f_c. The results confirm that the developed RVM is a robust model for prediction of f_c of self compacting concrete.
机译:本文研究了最小二乘支持向量机(LSSVM)和相关向量机(RVM)确定自密实混凝土的抗压强度(f_c)的能力。 LSSVM和RVM的输入变量是水泥(kg / m〜3)(C),粉煤灰(kg / m〜3)(F),水/粉末(w / p),高效减水剂用量(%)(SP)沙(kg / m〜3)(S)和粗骨料(kg / m〜3)(CA)。 LSSVM和RVM的输出为f_c。所开发的LSSVM和RVM给出了f_c的预测方程。在已开发的LSSVM,RVM和ANN模型之间进行了比较研究。已经进行实验以验证开发的RVM和LSSVM。开发的RVM给出了预测f_c的方差。结果证实,所开发的RVM是用于预测自密实混凝土的f_c的可靠模型。

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