Spring-Mass-Damper Analyzer Back EN | ZH
Vibration Analysis

Spring-Mass-Damper System Analyzer

Static deflection and dynamic step response for series, parallel and mixed spring-mass-damper systems. Natural frequency, damping ratio, and time-domain plots in real time.

System Configuration
Analysis Mode
Spring Arrangement
Number of Springs N 2
Applied Load F 100 N
Spring · Mass · Damper Parameters
k_eq [N/m]
Static δ_st [mm]
ω_n [rad/s]
Damping ratio ζ
c_cr [N·s/m]

Theory

Series: $\dfrac{1}{k_{eq}} = \displaystyle\sum_{i=1}^{N}\dfrac{1}{k_i}$  Parallel: $k_{eq} = \displaystyle\sum_{i=1}^{N} k_i$

Natural frequency: $\omega_n = \sqrt{\dfrac{k_{eq}}{m_{eq}}}$  Damping ratio: $\zeta = \dfrac{c_{eq}}{2\sqrt{k_{eq}\,m_{eq}}}$

Equation of motion (step load F): $m\ddot{x}+c\dot{x}+kx=F$ — solved via RK4

CAE Note: Use for preliminary sizing of automotive suspensions (ζ ≈ 0.3–0.4), anti-vibration mounts, seismic dampers, and machinery foundations. Verify results before full modal FEA in ANSYS or Abaqus.