Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems

In this paper, the performance of a semi-active base isolation system, including a magneto-rheological (MR) damper and base isolation system for different combinations of response-related weighting matrices, has been studied. To consider all possible sets of response-related matrices, seven H2/linea...

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Main Authors: Dadkhah Hamed, Noruzvand Mahsa
Format: Article
Language:English
Published: Sciendo 2017-06-01
Series:Slovak Journal of Civil Engineering
Subjects:
Online Access:https://doi.org/10.1515/sjce-2017-0009
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spelling doaj-64985f21282a409abae24d74cb7874ff2021-09-05T14:00:37ZengSciendoSlovak Journal of Civil Engineering1338-39732017-06-01252243210.1515/sjce-2017-0009sjce-2017-0009Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation SystemsDadkhah Hamed0Noruzvand Mahsa1Faculty of Engineering, Department of Civil Engineering, University of Mohaghegh Ardabili, Ardabil, IranFaculty of Engineering, Department of Civil Engineering, University of Mohaghegh Ardabili, Ardabil, IranIn this paper, the performance of a semi-active base isolation system, including a magneto-rheological (MR) damper and base isolation system for different combinations of response-related weighting matrices, has been studied. To consider all possible sets of response-related matrices, seven H2/linear quadratic Gaussian (LQG) control designs have been considered. For a numerical simulation, a six-story shear frame has been subjected to different earthquakes, and the performance of the control system has been evaluated. The results show that the optimal force-related weighting parameter is identical for different sets of response-related weighting matrices and is also independent of earthquake records when minimizing the maximum base drift is considered as the design objective. Also, the results of different sets of response-related weighting matrices show that the optimal sets for the design objective of minimizing the maximum base drift are the velocity and displacement/velocity-related weighting matrices.https://doi.org/10.1515/sjce-2017-0009semi-active base isolation systemh2/lqg control algorithmresponse-related weighting matrixforce-related weighting parameter
collection DOAJ
language English
format Article
sources DOAJ
author Dadkhah Hamed
Noruzvand Mahsa
spellingShingle Dadkhah Hamed
Noruzvand Mahsa
Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems
Slovak Journal of Civil Engineering
semi-active base isolation system
h2/lqg control algorithm
response-related weighting matrix
force-related weighting parameter
author_facet Dadkhah Hamed
Noruzvand Mahsa
author_sort Dadkhah Hamed
title Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems
title_short Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems
title_full Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems
title_fullStr Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems
title_full_unstemmed Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems
title_sort optimal response-related weighting matrices to control semi-active base isolation systems
publisher Sciendo
series Slovak Journal of Civil Engineering
issn 1338-3973
publishDate 2017-06-01
description In this paper, the performance of a semi-active base isolation system, including a magneto-rheological (MR) damper and base isolation system for different combinations of response-related weighting matrices, has been studied. To consider all possible sets of response-related matrices, seven H2/linear quadratic Gaussian (LQG) control designs have been considered. For a numerical simulation, a six-story shear frame has been subjected to different earthquakes, and the performance of the control system has been evaluated. The results show that the optimal force-related weighting parameter is identical for different sets of response-related weighting matrices and is also independent of earthquake records when minimizing the maximum base drift is considered as the design objective. Also, the results of different sets of response-related weighting matrices show that the optimal sets for the design objective of minimizing the maximum base drift are the velocity and displacement/velocity-related weighting matrices.
topic semi-active base isolation system
h2/lqg control algorithm
response-related weighting matrix
force-related weighting parameter
url https://doi.org/10.1515/sjce-2017-0009
work_keys_str_mv AT dadkhahhamed optimalresponserelatedweightingmatricestocontrolsemiactivebaseisolationsystems
AT noruzvandmahsa optimalresponserelatedweightingmatricestocontrolsemiactivebaseisolationsystems
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