On the force transmissibility of a vibration isolator with quasi-zero stiffness
By A. Carrella, M. Brennan, Ivana Kovacic, Tim P. Waters. 2009
529 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/be093fb670f271c3dc5f36bec91c2fbe78561ee0
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In Civil and Structural Engineering
Citations in the corpus
- On the analytical and experimental assessment of the performance of a quasi-zero-stiffness isolator (2014, background): “Furthermore they investigated the dynamic characteristic of the force transmissibility (Carrella et al., 2009), the jumping phenomena (Brennan et al., 2008), the effect of a static force on its dynamic behavior (Kovacic et al., 2009) and response analysis of a combined linear and QZS system under…”
- A review on application of mechanical metamaterials for vibration control (2021, methodology): “This limitation of the linear isolation system can be overcome by using a nonlinear isolator having High Static and Low Dynamic Stiffness (HSLDS), also known as Quasi-Zero Stiffness (QZS) characteristics [73].”
- Beneficial performance of a quasi-zero-stiffness vibration isolator with time-delayed active control (2014, methodology): “In [3–9], the QZS-VI system is demonstrated to be an ultra-low frequency vibration isolator by adjusting the stiffness characteristics and geometric size of the two horizontal springs.”