Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass Dampers
This paper presents a performance-based placement design method for the control of the earthquake responses of a multistory building using tuned electromagnetic inertial mass dampers (T-EIMDs). The T-EIMD consists of a ball screw mechanism, a gear, a flywheel, and an electric generator installed in...
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Frontiers Media S.A.
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Online Access: | http://journal.frontiersin.org/article/10.3389/fbuil.2017.00026/full |
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doaj-ff6338ab811049aa815ea4401ecd47602020-11-24T22:35:22ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622017-04-01310.3389/fbuil.2017.00026249822Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass DampersYutaka Nakamura0Tetsuya Hanzawa1Institute of Technology, Shimizu Corporation, Tokyo, JapanInstitute of Technology, Shimizu Corporation, Tokyo, JapanThis paper presents a performance-based placement design method for the control of the earthquake responses of a multistory building using tuned electromagnetic inertial mass dampers (T-EIMDs). The T-EIMD consists of a ball screw mechanism, a gear, a flywheel, and an electric generator installed in a cylinder, and a spring element connected in series. The ball screw mechanism converts the axial oscillation of the rod end into the rotational motion of the internal flywheel and generates a large inertial force. The electric generator is turned by the rotation of the inner rod and generates a variable damping force that is controlled by the terminal resistance. The T-EIMDs are installed between adjacent floors of a building with steel chevron braces and function as large tuned mass dampers within the stories. The spring element has the function of tuning the natural period of the T-EIMD to the fundamental natural period of the building. In the present work, a design procedure for the story-wise placement of T-EIMDs is proposed to limit the peak story drift angles to a specified target value. The proposed procedure utilizes the expanded complete quadratic combination method that involves modal analysis with complex eigenvalue analysis and is able to determine the necessary story-wise distribution of inertial masses of the T-EIMDs in a building. Time history earthquake response analyses are carried out for multistory building models set up with the necessary number of T-EIMD units, and the results establish the effectiveness and the adequacy of the proposed performance-based placement design procedure.http://journal.frontiersin.org/article/10.3389/fbuil.2017.00026/fullinertial massball screwelectromagneticvariable dampingtuned mass damperperformance-based design |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Yutaka Nakamura Tetsuya Hanzawa |
spellingShingle |
Yutaka Nakamura Tetsuya Hanzawa Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass Dampers Frontiers in Built Environment inertial mass ball screw electromagnetic variable damping tuned mass damper performance-based design |
author_facet |
Yutaka Nakamura Tetsuya Hanzawa |
author_sort |
Yutaka Nakamura |
title |
Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass Dampers |
title_short |
Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass Dampers |
title_full |
Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass Dampers |
title_fullStr |
Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass Dampers |
title_full_unstemmed |
Performance-Based Placement Design of Tuned Electromagnetic Inertial Mass Dampers |
title_sort |
performance-based placement design of tuned electromagnetic inertial mass dampers |
publisher |
Frontiers Media S.A. |
series |
Frontiers in Built Environment |
issn |
2297-3362 |
publishDate |
2017-04-01 |
description |
This paper presents a performance-based placement design method for the control of the earthquake responses of a multistory building using tuned electromagnetic inertial mass dampers (T-EIMDs). The T-EIMD consists of a ball screw mechanism, a gear, a flywheel, and an electric generator installed in a cylinder, and a spring element connected in series. The ball screw mechanism converts the axial oscillation of the rod end into the rotational motion of the internal flywheel and generates a large inertial force. The electric generator is turned by the rotation of the inner rod and generates a variable damping force that is controlled by the terminal resistance. The T-EIMDs are installed between adjacent floors of a building with steel chevron braces and function as large tuned mass dampers within the stories. The spring element has the function of tuning the natural period of the T-EIMD to the fundamental natural period of the building. In the present work, a design procedure for the story-wise placement of T-EIMDs is proposed to limit the peak story drift angles to a specified target value. The proposed procedure utilizes the expanded complete quadratic combination method that involves modal analysis with complex eigenvalue analysis and is able to determine the necessary story-wise distribution of inertial masses of the T-EIMDs in a building. Time history earthquake response analyses are carried out for multistory building models set up with the necessary number of T-EIMD units, and the results establish the effectiveness and the adequacy of the proposed performance-based placement design procedure. |
topic |
inertial mass ball screw electromagnetic variable damping tuned mass damper performance-based design |
url |
http://journal.frontiersin.org/article/10.3389/fbuil.2017.00026/full |
work_keys_str_mv |
AT yutakanakamura performancebasedplacementdesignoftunedelectromagneticinertialmassdampers AT tetsuyahanzawa performancebasedplacementdesignoftunedelectromagneticinertialmassdampers |
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1725723642639155200 |