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Structural Engineering and Mechanics
  Volume 88, Number 3, November10 2023 , pages 209-220
DOI: https://doi.org/10.12989/sem.2023.88.3.209
 


Vibration control of low-rise buildings considering nonlinear behavior of concrete using tuned mass damper
Abbas Bigdeli, Md. Motiur Rahman and Dookie Kim

 
Abstract
    This study investigates the effectiveness of tuned mass dampers (TMDs) in controlling vibrations in low-rise reinforced concrete buildings. It examines both linear and nonlinear behaviors of concrete structures subjected to strong ground motions from the PEER database. The research follows the ASCE 7-16 provisions to model structural nonlinearity. Additionally, the study explores the effect of varying TMD mass ratios on the performance of these systems in real-world conditions. The findings emphasize the importance of accounting for structural nonlinearity in low-rise buildings, highlighting its significant influence on the controlled response under severe seismic excitations. The study suggests including nonlinear analysis in seismic design practices and recommends customizing TMD designs to optimize vibration control. These recommendations have practical implications for enhancing the safety and effectiveness of seismic design practices for low-rise buildings.
 
Key Words
    low-rise buildings; seismic design; structural nonlinearity; tuned mass damper; vibration control
 
Address
Abbas Bigdeli: StruTechnology, Gasan-Dong Geumcheon-Gu, Seoul 08502, Republic of Korea
Md. Motiur Rahman: Department of Civil Engineering, Pabna University of Science and Technology, Pabna 6600, Bangladesh
Dookie Kim: Department of Civil Engineering and Environmental Engineering, Kongju National University,
Cheonan-si, Chungcheongnam-do 31080, Republic of Korea
 

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