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A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations
Different from previous researches which mostly focused on linear response control of seismically excited high-rise buildings, this study aims to control nonlinear seismic response of high-rise buildings. To this end, a semi-active control strategy, in which H∞ control algorithm is used and magneto-...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Springer International Publishing
2016
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4940326/ https://www.ncbi.nlm.nih.gov/pubmed/27462501 http://dx.doi.org/10.1186/s40064-016-2635-1 |
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author | Yan, Guiyun Chen, Fuquan Wu, Yingxiong |
author_facet | Yan, Guiyun Chen, Fuquan Wu, Yingxiong |
author_sort | Yan, Guiyun |
collection | PubMed |
description | Different from previous researches which mostly focused on linear response control of seismically excited high-rise buildings, this study aims to control nonlinear seismic response of high-rise buildings. To this end, a semi-active control strategy, in which H∞ control algorithm is used and magneto-rheological dampers are employed for an actuator, is presented to suppress the nonlinear vibration. In this strategy, a modified Kalman–Bucy observer which is suitable for the proposed semi-active strategy is developed to obtain the state vector from the measured semi-active control force and acceleration feedback, taking into account of the effects of nonlinearity, disturbance and uncertainty of controlled system parameters by the observed nonlinear accelerations. Then, the proposed semi-active H∞ control strategy is applied to the ASCE 20-story benchmark building when subjected to earthquake excitation and compared with the other control approaches by some control criteria. It is indicated that the proposed semi-active H∞ control strategy provides much better control performances by comparison with the semi-active MPC and Clipped-LQG control approaches, and can reduce nonlinear seismic response and minimize the damage in the buildings. Besides, it enhances the reliability of the control performance when compared with the active control strategy. Thus, the proposed semi-active H∞ control strategy is suitable for suppressing the nonlinear vibration of high-rise buildings. |
format | Online Article Text |
id | pubmed-4940326 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2016 |
publisher | Springer International Publishing |
record_format | MEDLINE/PubMed |
spelling | pubmed-49403262016-07-26 A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations Yan, Guiyun Chen, Fuquan Wu, Yingxiong Springerplus Research Different from previous researches which mostly focused on linear response control of seismically excited high-rise buildings, this study aims to control nonlinear seismic response of high-rise buildings. To this end, a semi-active control strategy, in which H∞ control algorithm is used and magneto-rheological dampers are employed for an actuator, is presented to suppress the nonlinear vibration. In this strategy, a modified Kalman–Bucy observer which is suitable for the proposed semi-active strategy is developed to obtain the state vector from the measured semi-active control force and acceleration feedback, taking into account of the effects of nonlinearity, disturbance and uncertainty of controlled system parameters by the observed nonlinear accelerations. Then, the proposed semi-active H∞ control strategy is applied to the ASCE 20-story benchmark building when subjected to earthquake excitation and compared with the other control approaches by some control criteria. It is indicated that the proposed semi-active H∞ control strategy provides much better control performances by comparison with the semi-active MPC and Clipped-LQG control approaches, and can reduce nonlinear seismic response and minimize the damage in the buildings. Besides, it enhances the reliability of the control performance when compared with the active control strategy. Thus, the proposed semi-active H∞ control strategy is suitable for suppressing the nonlinear vibration of high-rise buildings. Springer International Publishing 2016-07-11 /pmc/articles/PMC4940326/ /pubmed/27462501 http://dx.doi.org/10.1186/s40064-016-2635-1 Text en © The Author(s) 2016 Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. |
spellingShingle | Research Yan, Guiyun Chen, Fuquan Wu, Yingxiong A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations |
title | A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations |
title_full | A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations |
title_fullStr | A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations |
title_full_unstemmed | A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations |
title_short | A semi-active H∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations |
title_sort | semi-active h∞ control strategy with application to the vibration suppression of nonlinear high-rise building under earthquake excitations |
topic | Research |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4940326/ https://www.ncbi.nlm.nih.gov/pubmed/27462501 http://dx.doi.org/10.1186/s40064-016-2635-1 |
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