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Estimating the Concrete Compressive Strength Using Hard Clustering and Fuzzy Clustering Based Regression Techniques

机译:基于硬聚类和模糊聚类的回归技术估算混凝土抗压强度

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摘要

Understanding of the compressive strength of concrete is important for activities like construction arrangement, prestressing operations, and proportioning new mixtures and for the quality assurance. Regression techniques are most widely used for prediction tasks where relationship between the independent variables and dependent (prediction) variable is identified. The accuracy of the regression techniques for prediction can be improved if clustering can be used along with regression. Clustering along with regression will ensure the more accurate curve fitting between the dependent and independent variables. In this work cluster regression technique is applied for estimating the compressive strength of the concrete and a novel state of the art is proposed for predicting the concrete compressive strength. The objective of this work is to demonstrate that clustering along with regression ensures less prediction errors for estimating the concrete compressive strength. The proposed technique consists of two major stages: in the first stage, clustering is used to group the similar characteristics concrete data and then in the second stage regression techniques are applied over these clusters (groups) to predict the compressive strength from individual clusters. It is found from experiments that clustering along with regression techniques gives minimum errors for predicting compressive strength of concrete; also fuzzy clustering algorithm C-means performs better than K-means algorithm.
机译:了解混凝土的抗压强度对于诸如建筑布置,预应力操作,配比新混合物等活动以及质量保证非常重要。回归技术最广泛用于预测任务,其中确定了独立变量和因变量(预测)之间的关系。如果可以将聚类与回归一起使用,则可以提高回归技术用于预测的准确性。聚类和回归将确保因变量和自变量之间的曲线拟合更为准确。在这项工作中,将聚类回归技术用于估计混凝土的抗压强度,并提出了一种新的技术水平来预测混凝土的抗压强度。这项工作的目的是证明聚类和回归可以减少用于估计混凝土抗压强度的预测误差。所提出的技术包括两个主要阶段:在第一阶段,使用聚类对相似特征的具体数据进行分组,然后在第二阶段,对这些聚类(组)应用回归技术,以预测各个聚类的抗压强度。从实验中发现,聚类和回归技术可以为预测混凝土的抗压强度提供最小的误差。模糊聚类算法的C均值也比K均值算法好。

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  • 期刊名称 other
  • 作者单位
  • 年(卷),期 -1(2014),-1
  • 年度 -1
  • 页码 381549
  • 总页数 16
  • 原文格式 PDF
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