全球定位系统Issue(6)：83-85,3.DOI:10.13442/j.gnss.1008-9268.2015.06.018
基于时空自回归模型的大型桥梁变形监测分析与预报
Large-Scale Bridge Deformation Monitoring Analysis and ForecastingBased on Space-Time Auto-Regressive Model
孙志鹏 1郭玉平1
作者信息
- 1. 河北省地矿局石家庄综合地质大队，石家庄050085
- 折叠
摘要
Abstract
This paper introduces the basic principle and the concrete steps of the space‐time auto‐regressive model .At the same time ,based on the actual GNSS monitoring data of large bridge ,the forecasting model is established ,and the method is tested .The results of the actual prediction and comparison with other methods show that the method has higher prediction accuracy , and the effect of the w hole deformation of buildings is considered , w hich has high practical value .关键词
大型桥梁/变形监测/STAR/GNSSKey words
Large bridges/deformation monitoring/STAR/GNSS分类
天文与地球科学引用本文复制引用
孙志鹏,郭玉平..基于时空自回归模型的大型桥梁变形监测分析与预报[J].全球定位系统,2015,(6):83-85,3.
