Tilt and Settlement Monitoring of High-Rise Buildings Using GNSS Precise Point Positioning and Seasonal Ground Deformation

被引:0
|
作者
Guo W. [1 ]
Wang G. [2 ]
Bao Y. [1 ]
Zhang M. [1 ]
Sun X. [3 ]
Zhao R. [3 ]
Gan W. [4 ]
机构
[1] Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing
[2] Department of Earth and Atmospheric Sciences, University of Houston, 77204, TX
[3] Tianjin Key Laboratory of Soft Soil Characteristic and Engineering Environment, Tianjin Chengjian University, Tianjin
[4] State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, Beijing
关键词
GNSS precise point positioning; Seasonal deformation model; Tall buildings monitoring; Tilt and settlement;
D O I
10.13203/j.whugis20190015
中图分类号
学科分类号
摘要
This paper introduces a method which utilizes global navigation satellite system (GNSS) based precision point positioning (PPP) for conducting long-term tilt and settlement monitoring of high-rise buildings in North China. Two-year continuous GNSS observations from two high-rise buildings near a deep foundation pit in Beijing are used for the case study. The method comprises four steps: ① Calculating the geocentric coordinates (XYZ) of the GNSS antenna with respect to a global reference frame (e.g., IGS08) with the PPP method; ② transforming the geocentric coordinates to a regional reference frame-the North China reference frame (NChina16); ③ converting the geocentric XYZ coordinates to a station-centric East -North-Up (ENU) coordinates; ④ removing seasonal ground-surface deformation from the ENU time series and restoring the true displacements (tilt and settlement) of the building. Experimental result indicates that the PPP method is able to achieve 2-3 mm horizontal accuracy(root mean square error) and 6-9 mm vertical accuracy (root mean square error)for 24-hour continuous observations in North China. The combination of PPP, NChina16, and the North China seasonal ground deformation model can perform millimeter-accuracy, near-real time, and long term static structural health monitoring of high-rise buildings and other large-scale infrastructure projects in North China. © 2020, Editorial Board of Geomatics and Information Science of Wuhan University. All right reserved.
引用
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页码:1043 / 1051
页数:8
相关论文
共 25 条
  • [1] Wu Hao, Huang Chuang, Zhang Jianhua, Et al., Deformation Monitoring System for High Slope in Open Pit Mine with the Integration of GNSS and GIS, Geomatics and Information Science of Wuhan University, 40, 5, pp. 706-710, (2015)
  • [2] Wu Hao, Lu Nan, Zou Jingui, Et al., An Improved 3σ Gross Error Detection Method for GNSS Deformation Monitoring Time Series, Geomatics and Information Science of Wuhan University, 44, 9, pp. 1282-1288, (2019)
  • [3] Li Hongnan, Yi Tinghua, Wang Guoxin, Advance in Research and Application of GPS to Structural Health Monitoring, Journal of Natural Disasters, 13, 6, pp. 122-130, (2004)
  • [4] Ma Hongbin, He Liming, He Qun, Study on Ultra-Long Dam Vertical Deformation Monitoring Method Based on GPS, Journal of Shenyang Jianzhu University(Natural Science), 25, 1, pp. 39-43, (2009)
  • [5] Li Hongnan, Yi Tinghua, Yi Xiaodong, Et al., Measurement of Wind Induced Rsponse of Tall Building Based on RTK GPS Technology, Engineering Mechanics, 24, 8, pp. 121-126, (2007)
  • [6] Yi Tinghua, Zhang Yongheng, Li Hongnan, Et al., Theoretical and Experimental Investigations of GPS Multipath Effect Based on Improved Particle Filtering Algorithm, Journal of Basic Science and Engineering, 19, 3, pp. 429-440, (2011)
  • [7] Dai Wujiao, Wu Xixiu, Luo Feixue, Integration of GPS and Accelerometer for High Building Vibmtion Monitoring, Journal of Vibration and Shock, 30, 7, pp. 223-226, (2011)
  • [8] Yi Tinghua, Guo Qing, Li Hongnan, The Research on Detection Methods of GPS Abnormal Monitoring Data Based on Control Chart, Engineering Mechanics, 30, 8, pp. 133-141, (2013)
  • [9] Zhang X, Zhang Y, Li B, Et al., GNSS-Based Verticality Monitoring of Super-Tall Buildings, Appl Sci, 8, 6, (2018)
  • [10] Yang Yihui, Hu Rong, Zou Jingui, Realization of High-precision Deformation Monitoring Based on Multiple Frequency and Constellation GNSS OEM Board, Journal of Geomatics, 44, 3, pp. 42-47, (2019)