Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers
This paper proposes a methodology to evaluate and optimize the dynamic response of tall buildings under wind loading, controlled through semi-active Magneto-Rheological dampers (MR dampers). For this, a tall building, modeled as a 2D frame, is taken as case study and three structural control configu...
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| Format: | Article |
| Language: | English |
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Gruppo Italiano Frattura
2024-07-01
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| Series: | Fracture and Structural Integrity |
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| Online Access: | https://www.fracturae.com/index.php/fis/article/view/4821/4038 |
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| author | Alex Koch de Almeida Francisco da Silva Brand�o Let�cia Fleck Fadel Miguel |
| author_facet | Alex Koch de Almeida Francisco da Silva Brand�o Let�cia Fleck Fadel Miguel |
| author_sort | Alex Koch de Almeida |
| collection | DOAJ |
| description | This paper proposes a methodology to evaluate and optimize the dynamic response of tall buildings under wind loading, controlled through semi-active Magneto-Rheological dampers (MR dampers). For this, a tall building, modeled as a 2D frame, is taken as case study and three structural control configurations are proposed. The original structural configuration of the building is the first configuration analyzed, called Uncontrolled Original (C1). In the second configuration, called Uncontrolled Optimized (C2), the fundamental frequency of the building is optimized via PSO algorithm as a function of its mass. Then, in the third configuration, Controlled Optimized (C3), a set of MR dampers with behavior formulated via the modified Bouc-Wen rheological model and controlled through the Linear Quadratic Regulator associated with the Clipped Optimal control strategy (LQR-CO) is applied to the structure. Finally, the dynamic response of the three scenarios under wind action is analyzed and compared to performance criteria established in the literature. The results demonstrate that the C3 configuration is the only one able of satisfying all the established performance criteria, proving that the proposed methodology y that combines structural optimization with MR dampers is a powerful tool for vibration control. |
| format | Article |
| id | doaj-art-90652df5608d45569eaeb6dcee3b791d |
| institution | Kabale University |
| issn | 1971-8993 |
| language | English |
| publishDate | 2024-07-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-90652df5608d45569eaeb6dcee3b791d2025-01-03T01:28:27ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932024-07-0118698910510.3221/IGF-ESIS.69.0710.3221/IGF-ESIS.69.07Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampersAlex Koch de AlmeidaFrancisco da Silva Brand�oLet�cia Fleck Fadel MiguelThis paper proposes a methodology to evaluate and optimize the dynamic response of tall buildings under wind loading, controlled through semi-active Magneto-Rheological dampers (MR dampers). For this, a tall building, modeled as a 2D frame, is taken as case study and three structural control configurations are proposed. The original structural configuration of the building is the first configuration analyzed, called Uncontrolled Original (C1). In the second configuration, called Uncontrolled Optimized (C2), the fundamental frequency of the building is optimized via PSO algorithm as a function of its mass. Then, in the third configuration, Controlled Optimized (C3), a set of MR dampers with behavior formulated via the modified Bouc-Wen rheological model and controlled through the Linear Quadratic Regulator associated with the Clipped Optimal control strategy (LQR-CO) is applied to the structure. Finally, the dynamic response of the three scenarios under wind action is analyzed and compared to performance criteria established in the literature. The results demonstrate that the C3 configuration is the only one able of satisfying all the established performance criteria, proving that the proposed methodology y that combines structural optimization with MR dampers is a powerful tool for vibration control.https://www.fracturae.com/index.php/fis/article/view/4821/4038vibration controlmr dampersstructural optimizationtall buildingswind load |
| spellingShingle | Alex Koch de Almeida Francisco da Silva Brand�o Let�cia Fleck Fadel Miguel Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers Fracture and Structural Integrity vibration control mr dampers structural optimization tall buildings wind load |
| title | Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers |
| title_full | Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers |
| title_fullStr | Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers |
| title_full_unstemmed | Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers |
| title_short | Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers |
| title_sort | methodology to minimize the dynamic response of tall buildings under wind load controlled through semi active magneto rheological dampers |
| topic | vibration control mr dampers structural optimization tall buildings wind load |
| url | https://www.fracturae.com/index.php/fis/article/view/4821/4038 |
| work_keys_str_mv | AT alexkochdealmeida methodologytominimizethedynamicresponseoftallbuildingsunderwindloadcontrolledthroughsemiactivemagnetorheologicaldampers AT franciscodasilvabrando methodologytominimizethedynamicresponseoftallbuildingsunderwindloadcontrolledthroughsemiactivemagnetorheologicaldampers AT letciafleckfadelmiguel methodologytominimizethedynamicresponseoftallbuildingsunderwindloadcontrolledthroughsemiactivemagnetorheologicaldampers |