A Data-Driven H-Infinity Controller Design with Non-Common Lyapunov Matrices for the Active Structural Control Having Saturated Actuators

This paper presents a data-driven H-infinity controller for active vibration control in structural systems having saturated actuators. The data-driven approach addresses parameter uncertainties by eliminating the need for system identification. The full-block S-procedure is used to formulate a convex optimization problem in the form of linear matrix inequalities (LMIs), though additional constraints may introduce conservatism. To mitigate this, the dilation technique with non-common Lyapunov matrices is employed, reducing conservatism and achieving a 12.7% lower H-infinity norm compared to common Lyapunov matrices. A seismically excited three-storey structure is used to validate the method. Simulations based on real-time data from the Kobe earthquake show that the proposed synthesis effectively reduces vibrations while control inputs never become saturated.

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Published
2025-07-15
DOI
https://doi.org/10.1109/codit66093.2025.11321596
Primary Topic
Aeroelasticity and Vibration Control
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article
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article

A Data-Driven H-Infinity Controller Design with Non-Common Lyapunov Matrices for the Active Structural Control Having Saturated Actuators

İbrahim Beklan Küçükdemiral, Hakan Yazıcı, Bilal Gormus
Aeroelasticity and Vibration Control
article

A Data-Driven H-Infinity Controller Design with Non-Common Lyapunov Matrices for the Active Structural Control Having Saturated Actuators

İbrahim Beklan Küçükdemiral, Hakan Yazıcı, Bilal Gormus
article en

Abstract

This paper presents a data-driven H-infinity controller for active vibration control in structural systems having saturated actuators. The data-driven approach addresses parameter uncertainties by eliminating the need for system identification. The full-block S-procedure is used to formulate a convex optimization problem in the form of linear matrix inequalities (LMIs), though additional constraints may introduce conservatism. To mitigate this, the dilation technique with non-common Lyapunov matrices is employed, reducing conservatism and achieving a 12.7% lower H-infinity norm compared to common Lyapunov matrices. A seismically excited three-storey structure is used to validate the method. Simulations based on real-time data from the Kobe earthquake show that the proposed synthesis effectively reduces vibrations while control inputs never become saturated.

Glasgow Caledonian University (GB), Yıldız Technical University (TR), Gedik University (TR)
Sustainable cities and communities
Openalex Percentile: Top 17%
Aeroelasticity and Vibration Control
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