On the characteristics of a quasi-zero stiffness isolator using Euler buckled beam as negative stiffness corrector

By Xingtian Liu, Xiuchang Huang, Hongxing Hua. 2013

435 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/95840648336a1a46705dfab09349dfe45388ce67

How researchers see this paper

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1. Yuchen Tian
2. Wang Zewu
3. Lijuan Yang
4. H. Fan

Citations in the corpus

• Design of metastructures with quasi-zero dynamic stiffness for vibration isolation (2020, background): “Comparison with equivalent linear isolator is an effective way to verify the vibration isolation performance for a newly designed QZS structure [5,7,9,11].”