GNSS World of China

Volume 44 Issue 6
Dec.  2019
Turn off MathJax
Article Contents
Article Navigation >  GNSS World of China  > 2019  >  44(6): 58-62
WANG Yidong, WANG Mingxiao. Deformation monitoring of super high-rise buildings based on BDS PPP[J]. GNSS World of China, 2019, 44(6): 58-62. doi: DOI:10.13442/j.gnss.1008-9268.2019.06.009
Citation: WANG Yidong, WANG Mingxiao. Deformation monitoring of super high-rise buildings based on BDS PPP[J]. GNSS World of China, 2019, 44(6): 58-62. doi: DOI:10.13442/j.gnss.1008-9268.2019.06.009
shu

Deformation monitoring of super high-rise buildings based on BDS PPP

doi: DOI:10.13442/j.gnss.1008-9268.2019.06.009
  • 1.

    School of Surveying and Geospatial, Lanzhou Jiaotong University, Lanzhou 730070, China

  • 2.

    Gansu Province National Geographic Monitoring Engineering Laboratory, Lanzhou 730070, China

  • 3.

    Army Research Institute of Science and Technology Innovation Research Center, Wuxi 214100, China

  • Publish Date: 2019-12-15
    Abstract
  • Deformation monitoring of Super high-rise buildings is an important part of the subsequent health assessment and safety assessment of super high-rise bulildings. At present, BDS Navigation Satellite System(BDS) has been widely used in building deformation monitoring. Based on BDS precise point positioning technology, this paper analyzes the deformation trend of three high-level monitoring points based on measurements of a super high-rise building in China. Results show that when the monitoring time reaches 1 h, the data starts to converge, the positioning accuracy can reach centimeter level, and the deformation trend of super high-rise buildings can be monitored, which provides a new technical means for future deformation monitoring of super high-rise buildings.

     

    • FullText(HTML)
  • loading
    • References(10)
  • [1]
    毕航权. 基于多系统PPP的边坡监测技术研究［D］.南京:南京理工大学,2016.
    [2]
    王利,张勤,黄观文,等.GPS PPP技术用于滑坡监测的试验与结果分析［J］.岩土力学,2014,35(7):2118-2124.
    [3]
    李黎,龙四春,王潜心,等.基于精密单点定位技术的矿山变形监测分析［J］.测绘科学,2014,39(6):70-73,111.
    [4]
    张小红,李星星,郭斐,等.GPS单频精密单点定位软件实现与精度分析［J］.武汉大学学报(信息科学版),2008,33(8):783-787.
    [5]
    关伟,单伶燕,肖倩.卡尔曼滤波在道路动态响应数据处理中的应用研究［J］.自动化与仪表,2019,34(1):53-57.
    [6]
    余文坤,戴吾蛟,杨哲.基于TEQC的GNSS数据质量分析及预处理软件的设计与实现［J］.大地测量与地球动力学,2010,30(5):81-85.
    [7]
    布金伟,左小清,常军,等.GNSS多星定位数据的质量分析［J］.昆明理工大学学报(自然科学版),2017,42(6):24-36.
    [8]
    刘明亮. 北斗数据质量及定位精度分析［D］.北京:北京建筑大学,2019.
    [9]
    刘青锋,郭邦满,华学勇.北斗二代双频数据质量分析［J］.测绘与空间地理信息,2018,41(7):122-125.
    [10]
    白征东,吴刚祥,任常.北斗观测数据的质量检查与分析［J］.测绘通报,2014(6):10-13.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (726) PDF downloads(81) Cited by()
    Proportional views
    Related

    Copyright © 2009《 GNSS World of China 》 Editorial Office

    Address：84 Jianshe Dong Lu, Muye District, Xinxiang City, Henan Province, ChinaChina Pos：453000Tel：0373-3712411Fax：0373-3052232Email：qqdwxt@126.com

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return