A study of a nonlinear vibration isolator with a quasi-zero stiffness characteristic
By Ivana Kovacic, M. Brennan, Tim P. Waters. 2008
545 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Control and Systems Engineering, Statistical and Nonlinear Physics
View Paper: https://www.semanticscholar.org/paper/384c35ca8279a320ed4f330f6cdfc7c8c427cc1d
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In Civil and Structural Engineering
In Control and Systems Engineering
In Statistical and Nonlinear Physics
Citations in the corpus
- 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.”
- A tunable high-static–low-dynamic stiffness vibration isolator (2010, methodology): “For example, in [3,4], a QZS isolator was obtained by connecting a vertical coil spring and two oblique coil springs.”
- On the analytical and experimental assessment of the performance of a quasi-zero-stiffness isolator (2014, background): “Kovacic et al. (2008) extended the study considering linear and nonlinear pre-stressed oblique springs.”
- Vibration isolation via a scissor-like structured platform (2014, methodology): “To suppress vibration over a larger frequency range, an isolator so-called quasi-zero-stiffness vibration isolator (QZS-VI) is proposed and studied in the literature [2], [4–11].”