Journals / Turkish Journal of Engineering and Environmental Sciences / 2000 / Cilt: 24 - Sayı: 4

Semiactive Control of Earthquake-Excited Structures

Pages
237–246
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

It is shown numerically that the proposed semiactive control can be used effectively to reduce the earthquake induced structural vibrations.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:A new semiactive closed loop control algorithm is developed using an actuator with variable stiffness and damping to suppress structural vibrations caused by unknown disturbances such as earthquakes.
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Key Findings & Data:The closed loop control algorithm is obtained by forcing the rate of change of the system energy to be as negative as possible.
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Conclusion & Impact:It is shown numerically that the proposed semiactive control can be used effectively to reduce the earthquake induced structural vibrations.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Semiactive control · Structural control · Optimal control.

Abstract

A new semiactive closed loop control algorithm is developed using an actuator with variable stiffness and damping to suppress structural vibrations caused by unknown disturbances such as earthquakes. It is assumed that the stiffness and the damping characteristics of the actuator can be changed independently from each other. The closed loop control algorithm is obtained by forcing the rate of change of the system energy to be as negative as possible. Optimal active control algorithm, which is an application of the linear regulator problem to structures, is used for the purpose of comparison. To demonstrate the efficiency of the proposed method, controlled and uncontrolled behaviour of a single story damped structure subjected to earthquake forces is investigated. It is shown numerically that the proposed semiactive control can be used effectively to reduce the earthquake induced structural vibrations.

Özet

A new semiactive closed loop control algorithm is developed using an actuator with variable stiffness and damping to suppress structural vibrations caused by unknown disturbances such as earthquakes. It is assumed that the stiffness and the damping characteristics of the actuator can be changed independently from each other. The closed loop control algorithm is obtained by forcing the rate of change of the system energy to be as negative as possible. Optimal active control algorithm, which is an application of the linear regulator problem to structures, is used for the purpose of comparison. To demonstrate the efficiency of the proposed method, controlled and uncontrolled behaviour of a single story damped structure subjected to earthquake forces is investigated. It is shown numerically that the proposed semiactive control can be used effectively to reduce the earthquake induced structural vibrations.

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Cite This Article

ALDEMİR, Ü., BAKİOĞLU, M. (2000). Semiactive Control of Earthquake-Excited Structures. Turkish Journal of Engineering and Environmental Sciences, Cilt: 24 - Sayı: 4, 237–246. https://ajindex.com/articles/369559

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