“…How to realize negative stiffness is a key issue for designing QZS isolators. Negative stiffness can be generated by many ways (Gatti et al, 2022; Heidy et al, 2021; Liu et al, 2021a; Valeev et al, 2015; Yang et al, 2021), such as cam-roller (Li et al, 2020, 2021; Ye et al, 2020; Zhou et al, 2015), magnet (Oyelade, 2020; Wang et al, 2020a; Zhao et al, 2020a; Zhou et al, 2021), coil springs (Liu and Yu, 2018; Wang et al, 2018), elastic beams (Heo and Shim, 2021), air springs (Chen et al, 2021) and bio-inspired limb-like structures (Bian and Jing, 2019; Wang and Jing, 2019). These QZS isolators have mechanical properties of high static and low dynamic stiffness, high loading capacity, and low initial frequency of vibration isolation.…”