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Comparing Direct Observation of Torsion with Array-Derived Rotation in Civil Engineering Structures
Philippe Guéguen1, Frédéric Guattari2, Coralie Aubert1
1ISTerre, Université Grenoble Alpes, USMB, CNRS, IRD, Université Gustave Eiffel, 38058 Grenoble, France.
This study analyzed building rotation rates using translation sensors and a rotation sensor at Grenoble city hall. Findings offer insights into structural integrity monitoring and seismic wave analysis.
Area of Science:
- Geophysics
- Structural Engineering
- Seismology
Background:
- Buildings are equipped with translation sensors to monitor structural health.
- Rotation sensors are less commonly used for structural analysis.
Purpose of the Study:
- To analyze building rotation rates using a combination of translation and rotation sensors.
- To compare acceleration/rotation ratios with seismic wave velocities.
- To explore applications in building imaging and structural integrity monitoring.
Main Methods:
- Installed a BlueSeis-3A rotation sensor at the top of Grenoble city hall for over 24 hours.
- Analyzed ambient vibrations, translation accelerations, and rotation rates at the building's top and bottom.
- Compared acceleration/rotation ratios with seismic wave velocities derived from seismic interferometry.
Main Results:
- Detailed analysis of translation accelerations and rotation rates over time.
- Comparison of building response characteristics derived from different sensor types.
- Established a link between acceleration/rotation ratios and seismic wave velocities.
Conclusions:
- Rotation sensing provides valuable data for understanding building dynamics.
- This approach offers potential for advanced building imaging and continuous structural health monitoring.
- Further research can explore the contribution of rotations to overall structural response.
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