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Multi-sensor measurement of dynamic deflections and structural health monitoring of flexible and stiff bridges

Stiros, S.; Psimoulis, P.; Moschas, F.; Saltogianni, V.; Tsantopoulos, E.; Triantafyllidis, P.

Authors

S. Stiros

F. Moschas

V. Saltogianni

E. Tsantopoulos

P. Triantafyllidis



Abstract

We investigated the response of bridges of different types to controlled and to wind and traffic-induced excitations; the emphasis was on deflections,derived from recordings of geodetic sensors and accelerometers (output-only analysis). Our focus was to push the limits of the existing experimental techniques, in order to cover not only flexible, but also stiff structures, and to present independently validated results. Our study focused on a 700m long, thin-deck cable-stayed bridge, a stiff steel pedestrian bridge, a historic composite (masonry/steel) train bridge and a 30m long, gradually decaying, currently swaying pedestrian timber bridge. Our basic strategy was first to develop data measurement and processing techniques using controlled (supervised learning) experiments, and then, (1) use collocated, redundant and distributed geodetic sensors (GPS/GNSS and Robotic Total Stations, RTS), as well as accelerometers, in order to record bridge excitations, especially con-trolled excitations leading to free attenuating oscillations;(2) develop techniques to denoise recordings of various sensors based on structural/logical constraints and sensor fusion, compensating for the weaknesses inherent in each type of sensor), validate results and avoid pitfalls;(3) monitor the episodic and gradual decay of a pedestrian bridge, through repeated surveys under similar loading and environmental conditions and using similar instrumentation.The output of our studies is to confirm the potential of modern sensors to measure, under certain conditions, reliable mm-level dynamic deflections even of stiff structures (3-6Hz dominant frequencies) and to provide firm constraints for structural analysis, including evidence for changes of first modal frequencies produced by structural decay, even to identify dynamic effects such as foundations response to dynamic loading.

Citation

Stiros, S., Psimoulis, P., Moschas, F., Saltogianni, V., Tsantopoulos, E., & Triantafyllidis, P. (2019). Multi-sensor measurement of dynamic deflections and structural health monitoring of flexible and stiff bridges. Bridge Structures, 15(1-2), 43-51. https://doi.org/10.3233/brs-190152

Journal Article Type Article
Acceptance Date Aug 14, 2019
Online Publication Date Aug 14, 2019
Publication Date Aug 14, 2019
Deposit Date Sep 20, 2019
Publicly Available Date Aug 15, 2020
Journal Bridge Structures
Print ISSN 1573-2487
Electronic ISSN 1744-8999
Publisher Taylor & Francis Open
Peer Reviewed Peer Reviewed
Volume 15
Issue 1-2
Pages 43-51
DOI https://doi.org/10.3233/brs-190152
Keywords Building and Construction
Public URL https://nottingham-repository.worktribe.com/output/2641087
Publisher URL https://content.iospress.com/articles/bridge-structures/brs190152

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