Static analysis of a passive vibration isolator with quasi-zero-stiffness characteristic
By A. Carrella, M. Brennan, Tim P. Waters. 2007
911 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Control and Systems Engineering
View Paper: https://www.semanticscholar.org/paper/37ac8ad73b81bc94e050a3b28799cbf91d8a14b1
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In Civil and Structural Engineering
In Control and Systems Engineering
Citations in the corpus
- 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): “Carrella and colleagues (2007a) put forward a simple QZS system with threespring configuration, and particularly studied the static characteristic and the optimization (Carrella et al., 2006, 2007b) of the device.”
- On zero stiffness (2014, background): “stiffness around the quasi-zero-stiffness configuration.(19,39) Nonetheless, applications for large-displacement vibration isolation systems exist, including the Steadicam,(21) and accurate gravity measurement devices.”