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Cited by 83Vibration Control and Rheological FluidsSeismic and Structural Analysis of Tall BuildingsStructural Engineering and Vibration Analysis

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Mitigation of wind‐induced response of Shanghai Center Tower by tuned mass damper

Lu, Xilin, Chen, Junru·2011·The Structural Design of Tall and Special Buildings
DOI 10.1002/tal.659
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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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Research works printed but not linked: 7

  1. Clough RW, 1993, Dynamics of Structures
  2. 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.
  3. 10.1002/tal.421 · DOI
  4. 10.1061/(ASCE)0733-9445(1987)113:12(2382) · DOI
  5. Simiu E, 1996, Wind Effects on Structures: Fundamentals and Applications to Design
  6. 10.1002/tal.413 · DOI
  7. Soong TT, 1997, Passive Energy Dissipation Systems in Structural Engineering

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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
DOI
10.1002/tal.659
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
Licence
onlinelibrary.wiley.com/termsAndConditions#vor (vor)
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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CoChat. (2026). Citation check: Mitigation of wind‐induced response of Shanghai Center Tower by tuned mass damper. https://app.cochat.ai/papers/10.1002/tal.659
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Lu, X., & Chen, J. (2011). Mitigation of wind‐induced response of Shanghai Center Tower by tuned mass damper. The Structural Design of Tall and Special Buildings. https://doi.org/10.1002/tal.659