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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Main Authors: Yutaka Nakamura, Tetsuya Hanzawa
Format: Article
Language:English
Published: Frontiers Media S.A. 2017-04-01
Series:Frontiers in Built Environment
Subjects:
Online Access:http://journal.frontiersin.org/article/10.3389/fbuil.2017.00026/full
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spelling 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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