Integrating a Global Positioning System and Accelerometers to Monitor the Deflection of Bridges

Author:

Roberts Gethin Wyn1,Meng Xiaolin2,Dodson Alan Henry3

Affiliation:

1. Senior Lecturer, Institute of Engineering Surveying and Space Geodesy, The Univ. of Nottingham, Nottingham NG7 2RD, UK.

2. Senior Research Fellow, Institute of Engineering Surveying and Space Geodesy, The Univ. of Nottingham, Nottingham NG7 2RD, UK.

3. Professor and Head, School of Civil Engineering, The Univ. of Nottingham, Nottingham NG7 2RD, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference21 articles.

1. Real time OTF GPS monitoring of the Humber Bridge.;Ashkenazi V.;Surv. World,1996

2. Ashkenazi V. Dodson A. Moore T. and Roberts G. (1997). “Monitoring the movements of bridges by GPS.” Proc. ION GPS 1997 10th Int. Technical Meeting of the Satellite Division of the U.S. Institute of Navigation Kansas City Mo. 1165–1172.

3. Brown C. J. Karuna R. Ashkenazi V. Roberts G. W. and Evans R. A. (1999). “Monitoring of structures using the Global Positioning Sys-tem.” Proc. Institution of Civil Engineers Structures and Buildings 97–105.

4. Humber bridge full-scale measurement campaigns 1990–1991

5. Cantieni R. (1983). “Dynamic load testing of highway bridges.” Transportation Research Record 950 National Academy of Sciences Washington D.C. 141–148.

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