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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Online Access: | https://doi.org/10.1515/sjce-2017-0009 |
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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 |
_version_ |
1717811619948396544 |