Nondestructive testing and monitoring of stiff large-scale structures by measuring 3D coordinates of cardinal points using electronic distance measurements in a trilateration architecture
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[1] Nestore Galati,et al. Assessment of Bridge Technologies through Field Testing: In-Situ Load Testing of Bridges B-20-148 and B-20-149, Fond du Lac, WI , 2005 .
[2] John M. Payne,et al. METROLOGY SYSTEM FOR THE GREEN BANK TELESCOPE , 1999 .
[3] J. Dukes,et al. A two-hundred-foot yardstick with graduations every microinch , 1991 .
[4] G. N. Peggs,et al. Design of a High-Accuracy CMM Based on Multi-Lateration Techniques , 2000 .
[5] Billie F. Spencer,et al. New regulations on railroad bridge safety: opportunities and challenges for railroad bridge monitoring , 2012, Smart Structures.
[6] Steven D. Phillips,et al. Laser trackers for large-scale dimensional metrology: A review , 2016 .
[7] V. Gikas,et al. Full Scale Validation of Tracking Total Stations Using a Long Stroke Electrodynamic Shaker , 2006 .
[8] David H. Parker. Methods for Correcting the Group Index of Refraction at the PPM Level for Outdoor Electronic Distance Measurements , 2001 .
[9] Fiorenzo Franceschini,et al. Combining multiple Large Volume Metrology systems: Competitive versus cooperative data fusion , 2016 .
[10] Clifford Donald Burnside,et al. Electromagnetic Distance Measurement , 1971, Nature.
[11] Pingbo Tang,et al. Non-Contact Bridge Deflection Measurement Application of Laser Technology , 2011 .
[12] William T. Estler,et al. Advances in Large-Scale Metrology – Review and future trends , 2016 .
[13] Edgar L. Andreas. Selected papers on turbulence in a refractive medium , 1990 .
[14] William T. Estler,et al. Large-Scale Metrology – An Update , 2002 .
[15] Luigi Barazzetti,et al. Monitoring structure movement with laser tracking technology , 2013, Optical Metrology.
[16] Xiaolin Meng,et al. Combination of GPS and RTS measurements for the monitoring of semi-static and dynamic motion of pedestrian bridge , 2016 .
[17] Pierre Bourdet,et al. Calibration of a 3D working space by multilateration , 2016 .
[18] Graham Peggs. Virtual technologies for advanced manufacturing and metrology , 2003, Int. J. Comput. Integr. Manuf..
[19] Fabio Matta,et al. In-Situ Load Testing of Bridge A6358 Osage Beach, MO , 2005 .
[20] John J. Myers,et al. Use of the Total Station for Serviceability Monitoring of Bridges with Limited Access in Missouri, USA , 2004 .
[21] David H. Parker. Multidirectional retroreflector assembly with a common virtual reflection point using four-mirror retroreflectors , 2005 .
[22] Nestore Galati,et al. In-Situ Load Testing of Bridge A6102 Lexington, MO , 2005 .
[23] John A. Kleppe. Engineering applications of acoustics , 1989 .
[24] P. Psimoulis,et al. Using Robotic Theodolites ( RTS ) in Structural Health Monitoring of Short-span Railway Bridges , 2011 .
[25] Raimund Loser,et al. Improved reflector for interferometric tracking in three dimensions , 1995 .
[26] David H. Parker,et al. Measurement program for the Green Bank Telescope , 1998, Astronomical Telescopes and Instrumentation.
[27] R. Bradley,et al. Rangefinder with fast multiple range capability , 1992 .
[28] J. Mildner,et al. JRP SIB60 “Metrology for Long Distance Surveying”- a concise survey on major project , 2016 .
[29] Xiaolin Meng,et al. MEASURING THE DYNAMIC DEFORMATION OF BRIDGES USING A TOTAL STATION , 2003 .
[30] Fiorenzo Franceschini,et al. Large-scale dimensional metrology (LSDM): from tapes and theodolites to multi-sensor systems , 2014 .
[31] Paul G. Maropoulos,et al. Recent developments in large-scale dimensional metrology , 2009 .
[32] Scott Sandwith,et al. Real-time 5-Micron Uncertainty with Laser Tracking Interferometer Systems using Weighted Trilateration , 2001 .
[33] Ante Paar Marendić. Monitoring of oscillations and frequency analysis of the railway bridge "Sava" using robotic total station , 2016 .
[34] Paul A Fuchs. Bridge Retrofit Laser System , 2012 .