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U. Aldemir, M. Bakioglu, "Parametric Control of Structures under Seismic Forces", in B.H.V. Topping, B. Kumar, (Editors), "Optimization and Control in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 223-228, 1999. doi:10.4203/ccp.60.6.10

Abstract

In this paper, parametric control approach is used for the seismic response suppression of a single story damped structure subjected to El Centro earthquake. It is assumed that the stiffness and the damping parameters can be changed independently from each other. Optimal active control is also considered for comparison. The control policy for the parametric control case is developed by minimizing the total mechanical energy of the main structure. To demonstrate the efficiency of the proposed method, behaviour of a single story damped structure under both optimal active and parametric control is investigated for El Centro earthquake. It is shown that both parametric control and the optimal active control systems can be used effectively to reduce the earthquake induced structural vibrations.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 60 OPTIMIZATION AND CONTROL IN CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and B. Kumar Paper VI.10 Parametric Control of Structures under Seismic Forces U. Aldemir and M. Bakioglu Faculty of Civil Engineering, Technical University of Istanbul, Turkey doi:10.4203/ccp.60.6.10 purchase the full-text of this paper Full Bibliographic Reference for this paper U. Aldemir, M. Bakioglu, "Parametric Control of Structures under Seismic Forces", in B.H.V. Topping, B. Kumar, (Editors), "Optimization and Control in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 223-228, 1999. doi:10.4203/ccp.60.6.10 Abstract In this paper, parametric control approach is used for the seismic response suppression of a single story damped structure subjected to El Centro earthquake. It is assumed that the stiffness and the damping parameters can be changed independently from each other. Optimal active control is also considered for comparison. The control policy for the parametric control case is developed by minimizing the total mechanical energy of the main structure. To demonstrate the efficiency of the proposed method, behaviour of a single story damped structure under both optimal active and parametric control is investigated for El Centro earthquake. It is shown that both parametric control and the optimal active control systems can be used effectively to reduce the earthquake induced structural vibrations. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £66 +P&P)
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