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Practical issues and solutions on installation of viscoelastic dampers in a 46-story reinforced concrete building structure

Authors
Ahn, Sang-KyungMin, Kyung-WonPark, Ji-HunLee, Sang-HyunLee, Dong-GuenOh, Jung-KeunKim, Ki-SooLee, Sung-Kyung
Issue Date
Mar-2008
Publisher
JOHN WILEY & SONS LTD
Citation
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, v.17, no.1, pp.231 - 243
Journal Title
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS
Volume
17
Number
1
Start Page
231
End Page
243
URI
https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/22765
DOI
10.1002/tal.353
ISSN
1541-7794
Abstract
The purpose of this study is to evaluate the performance of viscoelastic dampers (VEDs) practically used for enhancing the serviceability of a 46-story reinforced concrete residential building structure. Considering that a bracing system for the installation of VEDs is not appropriate for a residential building because it occupies a large interior space, a method for installing VEDs at the midspan of a horizontal beam connecting the core and exterior columns is proposed. These VEDs control the total structural response in a similar way to a general outrigger system. The results from numerical analysis indicate that VEDs are effective for reducing not only mean components but also fluctuating ones of wind-induced responses by providing additional damping as well as stiffness. Copyright (C) 2007 John Wiley & Sons, Ltd.
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