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New hybrid monitoring method using moving vehicle for investigation of bridge dynamic parameters

 New hybrid monitoring method using moving vehicle for investigation of bridge dynamic parameters
Auteur(s): , , ,
Présenté pendant IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024, publié dans , pp. 858-865
DOI: 10.2749/sanjose.2024.0858
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The contribution is based on the previous work using the interaction between a moving vehicle and a bridge to indirectly determine bridge frequencies and other properties. The described research in...
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Détails bibliographiques

Auteur(s): (Institute of Theoretical and Applied Mechanics, Prague, Czech Republic)
(Institute of Theoretical and Applied Mechanics, Prague, Czech Republic)
(Tamkang University, Taipei, Taiwan)
(Institute of Theoretical and Applied Mechanics, Prague, Czech Republic, Faculty of Civil Engineering, TU Ostrava, Ostrava, Czech Republic)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024
Publié dans:
Page(s): 858-865 Nombre total de pages (du PDF): 8
Page(s): 858-865
Nombre total de pages (du PDF): 8
DOI: 10.2749/sanjose.2024.0858
Abstrait:

The contribution is based on the previous work using the interaction between a moving vehicle and a bridge to indirectly determine bridge frequencies and other properties. The described research introduces an indirect technique for measuring the frequency of a simply supported beam by employing a test vehicle. This method involves on-site measurements, capturing the bridge's vibrations as the vehicle traverses it. The bridge's frequencies are then deduced from the dynamic response of the vehicle. Our experimental setup involves a test vehicle traveling over a bridge to assess the structure's frequency. For laboratory and field tests, we engineered the test vehicle as a single degree of freedom (SDF) system, allowing vertical oscillations. In the lab, the vehicle was maneuvered along the beam using a tension cable system, ensuring consistent contact with the beam. Our findings confirm the viability of this indirect method for frequency monitoring in bridge inspections.