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基于改进自适应粒子群算法的混合核函数最小二乘支持向量机大坝变形预测
引用本文:梁耀东,栾元重,刘方雨,纪赵磊,庄艳.基于改进自适应粒子群算法的混合核函数最小二乘支持向量机大坝变形预测[J].科学技术与工程,2021,21(1):47-52.
作者姓名:梁耀东  栾元重  刘方雨  纪赵磊  庄艳
作者单位:山东科技大学测绘科学与工程学院,青岛266000;山东科技大学测绘科学与工程学院,青岛266000;山东科技大学测绘科学与工程学院,青岛266000;山东科技大学测绘科学与工程学院,青岛266000;山东科技大学测绘科学与工程学院,青岛266000
基金项目:山东省2017年重点研发计划项目(编号:2017GSF220010)。
摘    要:针对大坝变形影响因素的复杂性以及监测数据的非线性、随机波动大和预测难度大等问题,提出一种改进自适应粒子群(particle swarm,PSO)算法的混合核函数最小二乘支持向量机(least squares support vector machine,LSSVM)模型,实现了大坝水平变形的时间序列预测方法.基于Mercer理论,将多项式核函数和高斯核函数进行线性组合,构建混合核函数,作为LSSVM模型的核函数,并以特征因子与大坝变形间的相互联系为基础,采用动态自适应惯性权重的PSO算法,对混合核函数的LSSVM模型进行参数寻优,以确保建立最佳LSSVM预测模型.将模型应用于丰满大坝,并与传统多项式核函数和传统高斯核函数的LSSVM模型进行对比仿真实验,对所提方法的有效性和准确性进行验证评估.结果表明,该模型在预测精度上有了明显提高,预测性能尤佳.可见改进自适应粒子群的混合核函数LSSVM模型对大坝变形的时间序列预测有良好的实用价值.

关 键 词:混合核函数  大坝变形预测  最小二乘支持向量机(LSSVM)  自适应粒子群算法  水平位移
收稿时间:2019/10/30 0:00:00
修稿时间:2020/9/17 0:00:00

Prediction of Dam Deformation Based on Hybrid Kernel Function LSSVM Based on Improved Adaptive Particle Swarm Optimization
Liang Yaodong,Luan Yuanzhong,Liu Fangyu,Ji Zhaolei,Zhuang Yan.Prediction of Dam Deformation Based on Hybrid Kernel Function LSSVM Based on Improved Adaptive Particle Swarm Optimization[J].Science Technology and Engineering,2021,21(1):47-52.
Authors:Liang Yaodong  Luan Yuanzhong  Liu Fangyu  Ji Zhaolei  Zhuang Yan
Institution:Surveying Science and Engineering College, Shandong University of Science and Technology1,Qingdao 266000,China
Abstract:Aiming at the complexity of dam deformation influencing factors, as well as the nonlinearity of monitoring data, large random fluctuations and large prediction difficulty. in this paper , a hybrid kernel function least squares support vector machine model with improved adaptive particle swarm optimization (PSO) algorithm(LSSVM) is proposed, a time series prediction method for horizontal deformation of dams. Based on the Mercer theory, the polynomial kernel function and the Gaussian kernel function are linearly combined to construct a hybrid kernel function as the kernel function of the least squares support vector machine model. Based on the correlation between the characteristic factor and the dam deformation, dynamics are adopted. The particle swarm optimization algorithm with adaptive inertia weights optimizes the parameters of the least squares support vector machine model of the hybrid kernel function to ensure the optimal LSSVM prediction model. The model is applied to the plump dam, and the simulation experiment is carried out with the traditional polynomial kernel function and the least squares support vector machine model of the traditional Gaussian kernel function. The validity and accuracy of the proposed method are verified and evaluated. The results show that the model has a significant improvement in prediction accuracy, and the prediction performance is particularly good. It can be seen that the improved kernel function least squares support vector machine model with improved adaptive particle swarm has good practical value for time series prediction of dam deformation.
Keywords:mixed kernel function    dam deformation prediction    least squares support vector machine    adaptive particle swarm optimization    horizontal displacement
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