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Dynamic Monitoring of a Cable-Stayed Bridge: Monitoring System and First Results

2022; Springer Nature; Linguagem: Inglês

10.1007/978-3-031-07258-1_4

2366-2557

Sérgio Pereira, Filipe Magalhães, Elsa Caetano, Álvaro Cunha, Thibaud Toullier, Jean Dumoulin,

Concrete Corrosion and Durability

The Éric Tabarly bridge in Nantes is a 210 m long cable-stayed road bridge crossing the Loire River, that was inaugurated in 2011. It is composed of a 27 m wide steel deck divided into two spans by a 57 m high steel pylon, being the main span 143 m long. In the context of the European Research Project DESDEMONA (DEtection of Steel DEfects by Enhanced MONitoring and Automated procedure for self-inspection and maintenance), the bridge has been equipped with a dynamic monitoring system, constituted of 16 uniaxial accelerometers installed both on the deck and on the Pylon, with accelerations being recorded with a sampling rate of 100 Hz. This paper describes the dynamic monitoring system installed in the bridge and the results achieved during the first months of operation, including the characterization of vibration levels (maximum and effective values) as well as the automatic identification of the bridge modal properties. Finally, the effects of operational and environmental conditions on modal properties are studied.