Performance-based placement of manufactured viscoelastic dampers for design response spectrum

In this study, a viscoelastic damper (VED) is developed by using a VE material with low temperature dependence, and a performance-based placement-design procedure of VEDs is developed for finding the storywise distribution of VEDs in a building such that each peak interstory drift coincides with the...

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Main Authors: Yutaka eNakamura, Tetsuya eHanzawa, Takeshi eNomura, Tomokazu eTakada
Format: Article
Language:English
Published: Frontiers Media S.A. 2016-05-01
Series:Frontiers in Built Environment
Subjects:
Online Access:http://journal.frontiersin.org/Journal/10.3389/fbuil.2016.00010/full
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spelling doaj-51a88fa5719446b090baa93153a770112020-11-24T22:13:28ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622016-05-01210.3389/fbuil.2016.00010191938Performance-based placement of manufactured viscoelastic dampers for design response spectrumYutaka eNakamura0Tetsuya eHanzawa1Takeshi eNomura2Tomokazu eTakada3Institute of Technology, Shimizu CorporationInstitute of Technology, Shimizu CorporationSumitomo Riko Company LimitedSumitomo Riko Company LimitedIn this study, a viscoelastic damper (VED) is developed by using a VE material with low temperature dependence, and a performance-based placement-design procedure of VEDs is developed for finding the storywise distribution of VEDs in a building such that each peak interstory drift coincides with the prescribed value. The mechanical properties of the employed VED’s dependence on amplitude and frequency of the excitation as well as material temperature are taken into account and a mechanical nonlinear four-element model that comprises two dashpot elements and two spring elements is proposed for the VED. The developed performance-based design procedure utilizes equivalent linearization of the VED and the expanded complete quadratic combination (CQC) method, which involves modal analysis with complex eigenvalue analysis. An equivalent linear Voigt model of the VED is determined by the prescribed peak interstory drift and the fundamental natural period of the structure for which the VEDs are installed. Seismic response analyses are carried out for high-rise building models installed with the necessary number of wall-type VEDs, with the results demonstrating the effectiveness and validity of the proposed performance-based placement-design procedure.http://journal.frontiersin.org/Journal/10.3389/fbuil.2016.00010/fullmodal analysisMechanical modelviscoelastic damperPerformance designResponse controlEquivalent linearization
collection DOAJ
language English
format Article
sources DOAJ
author Yutaka eNakamura
Tetsuya eHanzawa
Takeshi eNomura
Tomokazu eTakada
spellingShingle Yutaka eNakamura
Tetsuya eHanzawa
Takeshi eNomura
Tomokazu eTakada
Performance-based placement of manufactured viscoelastic dampers for design response spectrum
Frontiers in Built Environment
modal analysis
Mechanical model
viscoelastic damper
Performance design
Response control
Equivalent linearization
author_facet Yutaka eNakamura
Tetsuya eHanzawa
Takeshi eNomura
Tomokazu eTakada
author_sort Yutaka eNakamura
title Performance-based placement of manufactured viscoelastic dampers for design response spectrum
title_short Performance-based placement of manufactured viscoelastic dampers for design response spectrum
title_full Performance-based placement of manufactured viscoelastic dampers for design response spectrum
title_fullStr Performance-based placement of manufactured viscoelastic dampers for design response spectrum
title_full_unstemmed Performance-based placement of manufactured viscoelastic dampers for design response spectrum
title_sort performance-based placement of manufactured viscoelastic dampers for design response spectrum
publisher Frontiers Media S.A.
series Frontiers in Built Environment
issn 2297-3362
publishDate 2016-05-01
description In this study, a viscoelastic damper (VED) is developed by using a VE material with low temperature dependence, and a performance-based placement-design procedure of VEDs is developed for finding the storywise distribution of VEDs in a building such that each peak interstory drift coincides with the prescribed value. The mechanical properties of the employed VED’s dependence on amplitude and frequency of the excitation as well as material temperature are taken into account and a mechanical nonlinear four-element model that comprises two dashpot elements and two spring elements is proposed for the VED. The developed performance-based design procedure utilizes equivalent linearization of the VED and the expanded complete quadratic combination (CQC) method, which involves modal analysis with complex eigenvalue analysis. An equivalent linear Voigt model of the VED is determined by the prescribed peak interstory drift and the fundamental natural period of the structure for which the VEDs are installed. Seismic response analyses are carried out for high-rise building models installed with the necessary number of wall-type VEDs, with the results demonstrating the effectiveness and validity of the proposed performance-based placement-design procedure.
topic modal analysis
Mechanical model
viscoelastic damper
Performance design
Response control
Equivalent linearization
url http://journal.frontiersin.org/Journal/10.3389/fbuil.2016.00010/full
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AT tetsuyaehanzawa performancebasedplacementofmanufacturedviscoelasticdampersfordesignresponsespectrum
AT takeshienomura performancebasedplacementofmanufacturedviscoelasticdampersfordesignresponsespectrum
AT tomokazuetakada performancebasedplacementofmanufacturedviscoelasticdampersfordesignresponsespectrum
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