Optimization of a quasi-zero-stiffness isolator

By A. Carrella, Michael J. Brennan, Tim P. Waters. 2007

151 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/41a444b789d2c0d91971aac9210c3f49e56428d4

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In Civil and Structural Engineering

1. X. Jing
2. Xiuting Sun
3. Li Cheng
4. Daolin Xu
5. J. Lou
6. Jiaxi Zhou
7. Yueying Zhang
8. Jian Xu

Citations in the corpus

• On the analytical and experimental assessment of the performance of a quasi-zero-stiffness isolator (2014, background): “Schenk et al. (2007) gave a geometric interpretation for the zero stiffness tensegrity structures.”
• Vibration isolation via a scissor-like structured platform (2014, background): “Even for the problems such as large static displacement and low static stiffness of the QZS-VIs, they can also be overcome by introducing some structural or control nonlinearity [6], [9-11].”