On a Liquid Tuned Damper and Nonlinear Mass Tuned Damper Passive Application in a Building to Reduce High Vibrations

Author(s):  
Angelo Marcelo Tusset ◽  
Rodrigo Tumolin Rocha ◽  
Frederic Conrad Janzen ◽  
José Manoel Balthazar ◽  
Wagner Barth Lenz
Keyword(s):  
Author(s):  
Sebastian Mendes ◽  
Zhi Zhang ◽  
Pierre Ghisbain ◽  
Marguerite Pinto ◽  
Elisabeth Malsch

<p>High-rise buildings are progressively being designed and constructed in increasingly slender and complex shapes. Consequently, excessive wind-induced vibrations of these structures are a growing serviceability concern due to their flexibility. Tuned mass dampers (TMDs) are regularly incorporated into high-rise buildings for mitigating excessive wind-induced vibrations. However, traditional TMDs are only effective over a narrow domain of frequencies, require an immense mass and occupy a significant volume of interior space. A novel modular air-tuned damper system was developed which is more cost-effective and flexible in distributing its mass throughout a building to make efficient use of unused space. Importantly, the air-tuned damper system is capable of being tuned across a broad domain of frequencies to more effectively alleviate wind-induced vibrations. This paper presents a case study demonstrating the performance of a high-rise building under 1- year and 10-year wind events whilst equipped with the air-tuned damper system. Dynamic analyses were performed for evaluating the reductions of the building’s lateral accelerations considering different air-tuned damper configurations. The performance of the building under the different damper configurations is discussed.</p>


AIAA Journal ◽  
2020 ◽  
Vol 58 (8) ◽  
pp. 3607-3613
Author(s):  
Andrea Lupini ◽  
Justin Shim ◽  
Bogdan I. Epureanu

1969 ◽  
Vol 91 (3) ◽  
pp. 143-147 ◽  
Author(s):  
A. D. Nashif ◽  
D. I. G. Jones

A resonant beam tuned damping device, comprising a flexible beam joined by way of visco-elastic links at the ends, to a vibrating structure, is described. This device has the advantage of relying on the interaction between the beam stiffness and the link stiffness for tuning, rather than on the link stiffness alone as for the conventional tuned damper, so that a weight-saving potential exists. An analysis is developed and verified experimentally.


2021 ◽  
pp. 103259
Author(s):  
Salah Djerouni ◽  
Mahdi Abdeddaim ◽  
Said Elias ◽  
Rajesh Rupakhety

2004 ◽  
Author(s):  
Reza Kashani ◽  
Kazim Mirza

Air mounts can provide the highest degree of isolation of any type vibration isolator. Soft-mounting, and thus high level of low-frequency isolation, with system natural frequency as low as 1 Hz can be achieved. Due to their construction, air mounts have negligible damping. Although, this almost undamped nature of air mounts enhances the high-frequency isolation, provisions should be made to address the lack of isolation resulting in excessive body displacements around the resonant frequencies, especially when the system is exposed to shock inputs. While the addition of viscous damping to the air mount is proposed in the literature but it is not recommended in most applications. This is because it deteriorates the mount’s high-frequency isolation performance. Instead, it would be highly desirable to add tuned damping to the mounted system at its resonant frequency (ies). The challenge in doing so, is realizing a damper tunable to a very low frequency and yet not be prohibitively large. A novel tuned damping mechanism is proposed in this paper. It adds damping to an air mount only at the resonant frequency (ies), via a bi-fluid Helmholtz resonator. In an illustrative example the mechanics and mathematics (modeling) of a one and three degree of freedom air mounted systems equipped with a tuned damper, as well as the tuning of such damper are discussed. The example also demonstrates the effectiveness of the air mount with the tuned damper.


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