Semi-active Outrigger Damping System for Seismic Protection of Building Structure
The outrigger structural system is one of the most widely used lateral load-resisting structural systems for high-rise buildings. To increase the energy dissipation capacity of the outrigger system, an outrigger damping system has been proposed as a novel energy dissipation system. In this system, t...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2017-01-01
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| Series: | Journal of Asian Architecture and Building Engineering |
| Subjects: | |
| Online Access: | http://dx.doi.org/10.3130/jaabe.16.201 |
| _version_ | 1797755593493053440 |
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| author | Hyun-Su Kim Joo-Won Kang |
| author_facet | Hyun-Su Kim Joo-Won Kang |
| author_sort | Hyun-Su Kim |
| collection | DOAJ |
| description | The outrigger structural system is one of the most widely used lateral load-resisting structural systems for high-rise buildings. To increase the energy dissipation capacity of the outrigger system, an outrigger damping system has been proposed as a novel energy dissipation system. In this system, the outrigger and perimeter columns are separate and vertical viscous dampers are equipped between the outrigger and perimeter columns. In this study, the control performance of a semi-active outrigger damping system for the seismic protection of a building structure was investigated. Semi-active damping devices, such as magnetorheological (MR) dampers instead of passive dampers, are installed vertically between the outrigger and perimeter columns to achieve large and adaptable energy dissipation. A fuzzy logic control algorithm was used to generate a command voltage sent to the semi-active MR dampers. A genetic algorithm was used to optimize the fuzzy logic controller. An artificial earthquake load was generated for the numerical simulation and a simplified numerical model of a damped outrigger system was developed. Numerical analyses showed that the semi-active damped outrigger system could effectively reduce both the displacement and acceleration responses of the tall buildings compared to a passive outrigger damper system. |
| first_indexed | 2024-03-12T17:49:29Z |
| format | Article |
| id | doaj.art-5e29a7da74a54781a8ec7550d8a42aa8 |
| institution | Directory Open Access Journal |
| issn | 1347-2852 |
| language | English |
| last_indexed | 2024-03-12T17:49:29Z |
| publishDate | 2017-01-01 |
| publisher | Taylor & Francis Group |
| record_format | Article |
| series | Journal of Asian Architecture and Building Engineering |
| spelling | doaj.art-5e29a7da74a54781a8ec7550d8a42aa82023-08-03T09:15:31ZengTaylor & Francis GroupJournal of Asian Architecture and Building Engineering1347-28522017-01-0116120120810.3130/jaabe.16.20112029077Semi-active Outrigger Damping System for Seismic Protection of Building StructureHyun-Su Kim0Joo-Won Kang1Architectural and Civil Engineering, Sunmoon UniversityYeungnam UniversityThe outrigger structural system is one of the most widely used lateral load-resisting structural systems for high-rise buildings. To increase the energy dissipation capacity of the outrigger system, an outrigger damping system has been proposed as a novel energy dissipation system. In this system, the outrigger and perimeter columns are separate and vertical viscous dampers are equipped between the outrigger and perimeter columns. In this study, the control performance of a semi-active outrigger damping system for the seismic protection of a building structure was investigated. Semi-active damping devices, such as magnetorheological (MR) dampers instead of passive dampers, are installed vertically between the outrigger and perimeter columns to achieve large and adaptable energy dissipation. A fuzzy logic control algorithm was used to generate a command voltage sent to the semi-active MR dampers. A genetic algorithm was used to optimize the fuzzy logic controller. An artificial earthquake load was generated for the numerical simulation and a simplified numerical model of a damped outrigger system was developed. Numerical analyses showed that the semi-active damped outrigger system could effectively reduce both the displacement and acceleration responses of the tall buildings compared to a passive outrigger damper system.http://dx.doi.org/10.3130/jaabe.16.201damped outrigger systemmr damperseismic response controlfuzzy logic controllermulti-objective optimization |
| spellingShingle | Hyun-Su Kim Joo-Won Kang Semi-active Outrigger Damping System for Seismic Protection of Building Structure Journal of Asian Architecture and Building Engineering damped outrigger system mr damper seismic response control fuzzy logic controller multi-objective optimization |
| title | Semi-active Outrigger Damping System for Seismic Protection of Building Structure |
| title_full | Semi-active Outrigger Damping System for Seismic Protection of Building Structure |
| title_fullStr | Semi-active Outrigger Damping System for Seismic Protection of Building Structure |
| title_full_unstemmed | Semi-active Outrigger Damping System for Seismic Protection of Building Structure |
| title_short | Semi-active Outrigger Damping System for Seismic Protection of Building Structure |
| title_sort | semi active outrigger damping system for seismic protection of building structure |
| topic | damped outrigger system mr damper seismic response control fuzzy logic controller multi-objective optimization |
| url | http://dx.doi.org/10.3130/jaabe.16.201 |
| work_keys_str_mv | AT hyunsukim semiactiveoutriggerdampingsystemforseismicprotectionofbuildingstructure AT joowonkang semiactiveoutriggerdampingsystemforseismicprotectionofbuildingstructure |