State and disturbance estimation and disturbance compensation for adaptive high-rises under wind loads
This paper presents methods for state and disturbance estimation and disturbance compensation for adaptive high-rise structures subjected to wind loads (disturbances). The proposed methods are experimentally demonstrated on the world’s first adaptive demonstrator high-rise (DHR) at the University of Stuttgart. The state and disturbance estimation (SDE) employs a wind model and reduces the unknown variables to two disturbance parameters. The resulting estimation model is linear, which enables applying Kalman filtering. Filter tuning based on L-curves reveals that the best process-noise values scale with the mean wind speed. As a prerequisite for experiments, a model in modal coordinates of the DHR is identified using proper orthogonal decomposition (POD), whereby the influence of different prestress levels of the diagonal-bracings on the modal parameters is analyzed. The control scheme consists of an optimization-based static disturbance rejection (SDR) and an H 2 controller for active vibration damping (AVD), both employing available information on the wind loading. Experiments on the DHR with different sensor configurations yield good open- and closed-loop estimation performance. While the SDR performs well in simulations, its experimental benefit is less pronounced, likely due to a very small deflection-to-height ratio and actuator force-tracking limitations. The AVD performs well in experiments and reduces the oscillation amplitudes by about 60 %.
Authors
- Amelie Zeller (ORCID: https://orcid.org/0000-0002-4302-9511)
- Oliver Sawodny (ORCID: https://orcid.org/0000-0002-6910-2473)
- Cristina Tarín Sauer
- Spasena Oei
Institutions
- University of Stuttgart (DE)
Publication Details
- Journal
- Control Engineering Practice
- Published
- 2026-05-27
- DOI
- https://doi.org/10.1016/j.conengprac.2026.107075
- Primary Topic
- Vibration Control and Rheological Fluids
- Type
- article
- Field-Weighted Citation Impact
- 0.00