Research Article

Bistable Nonlinear Energy Sink Using Magnets and Linear Springs: Application to Structural Seismic Control

Table 1

Properties of the primary structure.

Primary structure modelmi (kg)ki (N/m)Modal damping ratio (%)Story height (mm)Floor area (mm2)

SDOF168262020.3520001000 × 1000

TDOFi = 1244964340.3510001000 × 1000
i = 217296434