The DOI matches its Crossref record.
Mitigation of wind‐induced response of Shanghai Center Tower by tuned mass damper
Abstract
With a height of 632 m, the Shanghai Center Tower, located in Lujiazui district of Shanghai, will be the highest building in China. A tuned mass damper (TMD) system will be set in the upper part of the tower to control the structural wind‐induced response. A brief description of fluctuating wind speed simulation is given first. Secondly, analysis of along‐wind response of the Shanghai Center Tower was carried out in frequency domain and time domain, through which the wind‐induced vibrating comfort of the Shanghai Center Tower and the TMD control performance can be evaluated. Then, the approach that a TMD is installed in the upper part of structure to control the structural wind‐induced response and to increase resident comfort of super high‐rise building proves to be effective through the analysis results. Copyright © 2010 John Wiley & Sons, Ltd.
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In the citing paper
“The analysis results show the necessity and effectiveness of TMD systems for vibration mitigation of the SHC under wind excitation.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [70]
In the citing paper
“The TMD system also has an influence on suppression of the structural wind-induced displacement response.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [70]
Citations
Cites
Still being checked.
Research works printed but not linked: 7
- Clough RW, 1993, Dynamics of Structures
- FujinoY SoongTT SpencerBFJr.1996.Structural control: basic concepts and applications. InProceedings of the 1996 ASCE Structures Congress Chicago IL April 15–18;2:1277–1287.
- 10.1002/tal.421 · DOI
- 10.1061/(ASCE)0733-9445(1987)113:12(2382) · DOI
- Simiu E, 1996, Wind Effects on Structures: Fundamentals and Applications to Design
- 10.1002/tal.413 · DOI
- Soong TT, 1997, Passive Energy Dissipation Systems in Structural Engineering
Cited by
Sorted by citations
Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review
Rahimi, F., Aghayari, R., & Samali, B. (2020) · Civil Engineering Journal · doi:10.28991/cej-2020-03091571 · Cited by 138
Metadata
- Authors
- Lu, X., & Chen, J.
- Affiliations
- Tongji University (CN)
- Corresponding author
- Chen, Junru
- ORCID
- Chen, Junru
- Venue
- The Structural Design of Tall and Special Buildings
- Publisher
- Wiley
- Published
- 2010-12-06
- Volume
- 20
- Issue
- 4
- Pages
- 435-452
- ISSN
- 1541-7794 (ISSN-L)
- 1541-7808
- OpenAlex
- W1984145683
- Cited by
- 83
- References
- 0
- Citations by year
- 2026: 8 · 2025: 7 · 2024: 17 · 2023: 8 · 2022: 12 · 2021: 6 · 2020: 5 · 2019: 4 · 2018: 6 · 2016: 4 · 2014: 2 · 2012: 2
- FWCI
- 4.07
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- The Structural Design of Tall and Special Buildings (publishedVersion)
- Funders
- National Natural Science Foundation of China
- Major Research Plan
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Keywords
- tuned mass damper, wind-induced vibration, super high-rise buildings, along-wind response, structural control, occupant comfort, frequency domain analysis, time-domain analysis
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