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Vibration Suppression of a High-Rise Building With Adaptive Iterative Learning Control
This study introduces an adaptive iterative learning controller (AILC) for high-rise buildings with active mass dampers (AMDs). The AILC effectively suppresses wind-induced vibrations in flexible building systems, as proven by theoretical analysis and simulations.
Area of Science:
- Structural Engineering
- Control Systems Engineering
- Applied Mathematics
Background:
- High-rise buildings are susceptible to vibrations induced by external forces like high winds.
- Modeling buildings as distributed parameter systems is crucial for accurate dynamic analysis.
- Active Mass Dampers (AMDs) are effective devices for mitigating structural vibrations.
Purpose of the Study:
- To design an adaptive iterative learning controller (AILC) for high-rise buildings equipped with AMDs.
- To suppress vibrations in flexible building systems subjected to boundary disturbances.
- To validate the controller's performance through theoretical analysis and experimental simulations.
Main Methods:
- Modeling high-rise buildings as distributed parameter systems using partial and ordinary differential equations.
- Developing an adaptive iterative learning control algorithm for vibration suppression.
- Proving the convergence of the AILC approach through rigorous theoretical analysis.
- Conducting simulations and experiments to evaluate the controller's efficiency.
Main Results:
- The proposed AILC scheme effectively suppresses wind-induced vibrations in high-rise buildings.
- Theoretical analysis confirmed the convergence and stability of the AILC algorithm.
- Simulations and experimental results demonstrated the quantitative efficiency of the AILC scheme using root-mean-square values.
Conclusions:
- The adaptive iterative learning controller is a viable and efficient solution for mitigating vibrations in high-rise buildings with AMDs.
- The study highlights the importance of distributed parameter system modeling for accurate structural control.
- The AILC approach offers a robust method for enhancing the seismic and wind-resistant performance of tall structures.
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