“…There are numerous methods for creating negative stiffness vibration isolation devices [12], such as using geometrically nonlinear structures [13][14][15], pre-buckled beams [16,17], magnetic structures [18][19][20], composite structures [21], etc. Geometrically nonlinear linkage mechanisms, typically comprised of springs, bars and joints [22][23][24], have been investigated comprehensively. Sun et al [25] developed an isolation platform with a scissor-like linkage structure, featuring improved isolation and load capacity.…”