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一种新的GPS变形监测算法及其在东海大桥上的应用
引用本文:王永泉,张炎华,张文强.一种新的GPS变形监测算法及其在东海大桥上的应用[J].桥梁建设,2007(5):73-75,79.
作者姓名:王永泉  张炎华  张文强
作者单位:1. 上海交通大学空天科学技术研究院,上海,200052
2. 上海华测导航技术有限公司,上海,200233
基金项目:国家高技术研究发展计划(863计划)
摘    要:在建筑物变形监测中,嵌入GPS实时动态(Real-time Kinematic,RTK)方法的普通双频RTK接收机不能应对基线较长且电离层比较活跃的情况。因此,提出一种基于无电离层三差观测量的扩展Ka1man滤波模型,并通过试验与普通RTK接收机进行比较,证明了其可行性。

关 键 词:桥梁观测  GPS监测  扩展Kalman滤波
文章编号:1003-4722(2007)05-0073-03
修稿时间:2007-06-28

A Novel Algorithm for GPS Deformation Monitoring and Its Application to Donghai Bridge
WANG Yong-quan,ZHANG Yan-hua,ZHANG Wen-qiang.A Novel Algorithm for GPS Deformation Monitoring and Its Application to Donghai Bridge[J].Bridge Construction,2007(5):73-75,79.
Authors:WANG Yong-quan  ZHANG Yan-hua  ZHANG Wen-qiang
Abstract:In the deformation monitoring of buildings,the utilization of common dual frequency receivers in the method of Real-Time Kinematics(RTK),Global Positioning System(GPS) cannot accommodate the case that the baseline is long and the ionosphere is active.Therefore,an extended Kalman filter model based on the triple-differenced ionosphere-free method is proposed and through the tests,the model is compared with the common RTK receivers and is proved to be feasible.
Keywords:bridge observation  GPS monitoring  extended Kalman filter
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