Estimation of the full-field dynamic response of a floating bridge using Kalman-type filtering algorithms

Estimation of the full-field dynamic response of a floating bridge using Kalman-type filtering algorithms

Petersen, Oyvind W. (Norwegian University of Science and Technology (NTNU))
Øiseth, Ole (Norwegian University of Science and Technology (NTNU))
Nord, Torodd S. (Norwegian University of Science and Technology (NTNU))
Lourens, E. (TU Delft Offshore Engineering)

2018-07-01

Numerical predictions of the dynamic response of complex structures are often uncertain due to uncertainties inherited from the assumed load effects. Inverse methods can estimate the true dynamic response of a structure through system inversion, combining measured acceleration data with a system model. This article presents a case study of full-field dynamic response estimation of a long-span floating bridge: the Bergøysund Bridge in Norway. This bridge is instrumented with a network of 14 triaxial accelerometers. The system model consists of 27 vibration modes with natural frequencies below 2 Hz, obtained from a tuned finite element model that takes the fluid-structure interaction with the surrounding water into account. Two methods, a joint input-state estimation algorithm and a dual Kalman filter, are applied to estimate the full-field response of the bridge. The results demonstrate that the displacements and the accelerations can be estimated at unmeasured locations with reasonable accuracy when the wave loads are the dominant source of excitation.

Floating bridge
Kalman filter
Response estimation
Structural monitoring

http://resolver.tudelft.nl/uuid:a9303513-142d-4a23-9d5d-c252b158be02

https://doi.org/10.1016/j.ymssp.2018.01.022

2020-01-24

0888-3270

Mechanical Systems and Signal Processing, 107, 12-28

Institutional Repository

journal article

© 2018 Oyvind W. Petersen, Ole Øiseth, Torodd S. Nord, E. Lourens