Practical issues and solutions on installation of viscoelastic dampers in a 46-story reinforced concrete building structure
- Authors
- Ahn, Sang-Kyung; Min, Kyung-Won; Park, Ji-Hun; Lee, Sang-Hyun; Lee, Dong-Guen; Oh, Jung-Keun; Kim, Ki-Soo; Lee, 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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Collections - College of Science and Technology > School of Materials Science and Engineering > 1. Journal Articles
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