Accelerometer-based estimation and modal velocity feedback vibration control of a stress-ribbon bridge with pneumatic muscles

13th International Conference on Motion and Vibration Control; 12th International Conference on Recent Advances in Structural Dynamics

Liu, Xiaohan^1 ; Schauer, Thomas^2 ; Goldack, Arndt^1 ; Bleicher, Achim^3 ; Schlaich, Mike^1

Department of Conceptual and Structural Design, Technische Universität Berlin, Germany^1

Control Systems Group, Technische Universität Berlin, Germany^2

Department of Civil and Structural Engineering, Brandenburg University of Technology, Germany^3

关键词: Active vibration controls;    Architectural concepts;    Fourier linear combiner;    Modal characteristics;    Pneumatic muscle actuators;    Quasi-periodic motion;    Real-time implementations;    Stress-ribbon footbridges;   

Others  :  https://iopscience.iop.org/article/10.1088/1742-6596/744/1/012041/pdf
DOI  :  10.1088/1742-6596/744/1/012041

来源: IOP

【 摘 要 】

Lightweight footbridges are very elegant but also prone to vibration. By employing active vibration control, smart footbridges could accomplish not only the architectural concept but also the required serviceability and comfort. Inertial sensors such as accelerometers allow the estimation of nodal velocities and displacements. A Kalman filter together with a band-limited multiple Fourier linear combiner (BMFLC) is applied to enable a drift-free estimation of these signals for the quasi-periodic motion under pedestrian excitation without extra information from other kinds of auxiliary sensors. The modal velocities of the structure are determined by using a second Kalman filter with the known applied actuator forces as inputs and the estimated nodal displacement and velocities as measurements. The obtained multi-modal velocities are then used for feedback control. An ultra-lightweight stress-ribbon footbridge built in the Peter-Behrens- Halle at the Technische Universitat Berlin served as the research object. Using two inertial sensors in optimal points we can estimate the dominant modal characteristics of this bridge. Real-time implementation and evaluation results of the proposed estimator will be presented in comparison to signals derived from classical displacement encoders. The real-time estimated modal velocities were applied in a multi-modal velocity feedback vibration control scheme with lightweight pneumatic muscle actuators. Experimental results demonstrate the feasibility of using inertial sensors for active vibration control of lightweight footbridges.