Theoretical design parameters for a quasi-zero stiffness magnetic spring for vibration isolation

By William S. P. Robertson, M. Kidner, B. Cazzolato, Anthony C. Zander. 2009

285 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering

View Paper: https://www.semanticscholar.org/paper/9b2606691eddbb71bbb4b0d2fef00fb08d3d3621

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. M. Schenk
2. X. Jing
3. Xiuting Sun
4. Simon D. Guest
5. Li Cheng
6. Daolin Xu
7. J. Lou
8. Jiaxi Zhou

In Control and Systems Engineering

1. Xiuting Sun
2. X. Jing
3. Li Cheng
4. Daolin Xu
5. Jiaxi Zhou
6. Jian Xu
7. S. Vidoli

Citations in the corpus

• On the analytical and experimental assessment of the performance of a quasi-zero-stiffness isolator (2014, background): “Robertson et al. (2009) exploited magnet springs in order to design an isolation system with the desired HSDLS characteristic.”
• On zero stiffness (2014, background): “An extensive body of research is available, and a detailed review by Ibrahim(18) covers a wide range of non-linear passive vibration isolators, including mechanical structures such as postbuckled beams, as well as magnetic quasi-zero-stiffness systems.(20) For most vibration isolation applications, ”