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基于非等间隔GM(1,1)模型的沉降预测
引用本文:成枢,李强. 基于非等间隔GM(1,1)模型的沉降预测[J]. 测绘与空间地理信息, 2015, 0(4): 33-35. DOI: 10.3969/j.issn.1672-5867.2015.04.011
作者姓名:成枢  李强
作者单位:山东科技大学测绘科学与工程学院,山东青岛,266510
摘    要:使用非等间距GM(1,1)模型、基于线性内插和基于神经网络的GM(1,1)模型对某建筑物的沉降观测数据进行分析和预测,并将建模过程在Matlab中用程序语言进行描述。依据预测结果对3种方法的优缺点进行说明,对于实际工程的数据处理方法选取有一定的指导意义。

关 键 词:非等间距  GM(1,1)  内插  Matlab

Based on Non-GM (1,1) Model Settlement Prediction Intervals inFoundation Ditch
CHENG Shu , LI Qiang. Based on Non-GM (1,1) Model Settlement Prediction Intervals inFoundation Ditch[J]. Geomatics & Spatial Information Technology, 2015, 0(4): 33-35. DOI: 10.3969/j.issn.1672-5867.2015.04.011
Authors:CHENG Shu    LI Qiang
Affiliation:CHENG Shu;LI Qiang;College of Geomatics,Shandong University of Science and Technology;
Abstract:Using non-equidistant GM (1,1) model, based on a linear interpolation GM (1,1) and neural network-based GM (1, 1) model for the building settlement observation data analysis and forecasting, and the modeling process was described by Matlab pro-gramming language.We can know the advantages and disadvantages of the three methods based on predictions of models;it has some significance for the actual project data processing method selection.
Keywords:non-spaced  GM (1,1)  interpolation  Matlab
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