Real-time high-rise building monitoring system using global navigation satellite system technology

Abstract Continuous assessment of the displacement of a high-rise building enables verification that it meets the structural assumptions calculated in the project, and provides additional useful feedback for structural engineers. Unexpected structural responses during the phases of construction, or once the building is in use, can help detect current and future problems, as well as provide cost savings. Furthermore, it contributes to an improved risk management for natural phenomena and can be used to verify the stability of the structure, providing an additional safety layer for the building. The technological improvement in global navigation satellite system (GNSS) techniques has allowed significant advancements of Gaussian methodologies applied to control the dynamics of building structures in real time, especially for calculating, controlling, and interpreting satellite survey measurements, based on Gaussian analysis and least squares adjustment. The real-time monitoring system works by implementing a local geodetic network with GNSS technology on the structure to be monitored. Algorithms are then applied that improve the compensated network solution, and this is integrated into original software. The system allows us to achieve a high level of safety and effective risk management in real time, as a unique mathematical model that allows GNSS position errors to be reduced is designed for each building. In the case of Torre Espacio, the overall mathematical adjustment model reduces the maximum error by 40%. The system has been installed on a high-rise building, Torre Espacio, in Madrid, Spain, and is fully operational.

[1]  Y. Tamura,et al.  Measurement of Wind-induced Response of Buildings using RTK-GPS , 2001 .

[2]  Alex To,et al.  Monitoring of typhoon effects on a super‐tall building in Hong Kong , 2014 .

[3]  Ting-Hua Yi,et al.  Measurement and Analysis of Wind-Induced Response of Tall Building Based on GPS Technology , 2007 .

[4]  J M W Brownjohn,et al.  Structural health monitoring of civil infrastructure , 2007, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[5]  Hyo Seon Park,et al.  Application of GPS to monitoring of wind‐induced responses of high‐rise buildings , 2008 .

[6]  N. Isyumov,et al.  Full-Scale Validation of the Wind-Induced Response of Tall Buildings: Updated Findings from the Chicago Monitoring Project , 2005 .

[7]  Mosbeh R. Kaloop,et al.  Multi input–single output models identification of tower bridge movements using GPS monitoring system , 2014 .

[8]  G. Roberts,et al.  EXPERIMENTAL MONITORING OF THE HUMBER BRIDGE USING GPS. , 1997 .

[9]  Halim Setan,et al.  Monitoring of Offshore Platform Subsidence Using Permanent GPS Stations , 2006 .

[10]  Yukio Tamura,et al.  Full-scale structural monitoring using an integrated GPS and accelerometer system , 2006 .

[11]  Xiaolin Meng,et al.  Data Processing and Multipath Mitigation for GPS/Accelerometer Based Hybrid Structural Deflection Monitoring System , 2001 .

[12]  Anna HOSTINOVÁ,et al.  Monitoring of High- Rise Building , 2008 .

[13]  J. Brownjohn,et al.  Experience with RTK-GPS system for monitoring wind and seismic effects on a tall building , 2005 .

[14]  Chris Rizos,et al.  A DYNAMIC GPS SYSTEM FOR ON-LINE STRUCTURAL MONITORING , 2001 .

[15]  B. Hofmann-Wellenhof,et al.  Global Positioning System , 1992 .

[16]  W. Baarda,et al.  Statistical concepts in geodesy. , 1967 .

[17]  Ahsan Kareem,et al.  Full-scale performance evaluation of tall buildings under wind , 2012 .

[18]  A. Leick GPS satellite surveying , 1990 .

[19]  Ting-Hua Yi,et al.  Recent research and applications of GPS‐based monitoring technology for high‐rise structures , 2013 .

[20]  Gérard Lachapelle,et al.  Dynamic Deformation Monitoring of Tall Structure Using GPS Technology , 1995 .

[21]  Stefan Hurlebaus,et al.  Summary Review of GPS Technology for Structural Health Monitoring , 2013 .

[22]  A. Kareem,et al.  Performance of Tall Buildings in Urban Zones : Lessons Learned from a Decade of Full-Scale Monitoring , 2013 .

[23]  Gilbert Strang,et al.  Algorithms for Global Positioning , 2012 .