Measuring Deflections of a Short-Span Railway Bridge Using a Robotic Total Station

Author:

Psimoulis Panos A.1,Stiros Stathis C.2

Affiliation:

1. Post-Doctoral Researcher, Geodesy and Geodynamics Laboratory, Institute of Geodesy and Photogrammetry, ETH Zurich, Schafmattstrasse 34, HPV F51, 8093 Zurich, Switzerland (corresponding author).

2. Professor, Geodesy Laboratory, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. A displacement-based seismic design procedure for concrete bridges having deck integral with the piers

2. Ambient vibration re-testing and operational modal analysis of the Humber Bridge

3. Cosser E. Roberts G. W. Meng X. and Dodson A. H. (2003). “Measuring the dynamic deformation of bridges using a total station.” Proc. 11th Fédération Internationale des Géomètres (FIG) Symp. Deform. Monitor . S. Stiros and S. Pytharouli eds. Geodesy and Geodetic Applications Lab. Patras Univ. Patras Greece 605–612.

4. The application of time series analysis to describe the dynamic movements of suspension bridges

5. Kirschner H. and Stempfhuber W. (2008). “The kinematic potential of modern tracking total stations—A state of the art report on the Leica TPS 1200+.” Proc. 1st Int. Conf. Mach. Cont. Guid H. Ingensand W. Stempfhuber eds. Eidgenössische Technische Hochschule (ETH) Zurich Switzerland 1–10.

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