Open Access 
Downloads
Download data is not yet available.
Abstract
Numerical simulations of a 20-storey reinforced concrete building are considered to investigate the effectiveness of tuned mass damper (TMD) for control of structures under wind excitation. Many impulsive load cases with different period are used to model wind excitation. The response of the structure with TMD is compared to the response of the structure with increased stiffness and without TMD (this is a traditional design approach). It is demonstrated that the TMD approach is far better than the traditional approach for response reduction of the structure. The effect of TMD's mass on its efficiency is also discussed.
Author's Affiliation
Article Details
Issue: Vol 7 No 1 (2004)
Page No.: 59-65
Published: Jan 31, 2004
Section: Article
DOI: https://doi.org/10.32508/stdj.v7i1.3153
Copyright Info
Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Anh Tuan, N., & Quoc Thang, C. (2004). THE EFFECTIVENESS OF TUNED MASS DAMPER (TMD) FOR CONTROL OF STRUCTURES UNDER WIND EXCITATION. Science and Technology Development Journal, 7(1), 59-65. https://doi.org/https://doi.org/10.32508/stdj.v7i1.3153
Download Citation
Cited by
Article Statistics
HTML = 800 times
Download PDF = 339 times
Total = 339 times
Download PDF = 339 times
Total = 339 times
Most read articles by the same author(s)
- Tran Vu Hung, Chu Quoc Thang, THE INFLUENCE OF THE THICKNESS TO THE DYNAMIC CHARACTERISTIC OF RECTANGULAR PLATES , Science and Technology Development Journal: Vol 4 No 5&6 (2001)
