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Rayleigh Damping Matrix Coefficients (α & β) Calculator

Rayleigh damping provides a practical way to define structural viscous damping in time-history FEA solvers.

First target natural frequency.

Second target natural frequency (must be > f₁).

Target damping ratio for first mode (e.g. 0.05 for 5%).

Target damping ratio for second mode (e.g. 0.05 for 5%).

Calculated Result
0.5712 s⁻¹

Mass Damping Coefficient (α)

Stiffness Damping (β)

1.447e-3 s

Modal Angular Frequencies

ω₁ = 6.3 rad/s, ω₂ = 62.8 rad/s

Target Modal Damping

ζ₁ = 5.0%, ζ₂ = 5.0%

Calculation Breakdown

  1. Step 1: Modal Angular Frequenciesω₁ = 2π·1 = 6.28 rad/s, ω₂ = 2π·10 = 62.83 rad/s
  2. Step 2: Solve Rayleigh Algebraic Systemα = 0.5712 s⁻¹, β = 1.447e-3 s

What Is the Rayleigh Damping Matrix Coefficients (α & β) Calculator?

Rayleigh damping is the most common classical damping model used in non-linear dynamic FEA codes (SAP2000, ANSYS, Abaqus, OpenSees).

How Does the Rayleigh Damping Matrix Coefficients (α & β) Calculator Work?

Converts cyclic frequencies to angular frequencies ω₁ and ω₂.

Solves the 2×2 linear system to determine α (mass multiplier) and β (stiffness multiplier).

Rayleigh Damping Matrix Coefficients (α & β) Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

[C] = α·[M] + β·[K], ζ_i = (α / 2ω_i) + (β·ω_i / 2)

Two-point Rayleigh damping matrix equations solved simultaneously for modal frequencies.

How to Use the Rayleigh Damping Matrix Coefficients (α & β) Calculator

  1. Select two significant vibration frequencies bounding the response spectrum.
  2. Input desired damping ratios for both modes.

Step-by-Step Example Calculation

Finite Element Bridge Model Damping

Input Values:

freq1:1
freq2:10
zeta1:0.05
zeta2:0.05
Worked Steps: Matching 5% damping across 1 Hz and 10 Hz frequency band.

Understanding Your Result

Mass damping α dominates low frequencies.

Stiffness damping β dominates high frequencies.

Factors That Affect the Result

  • Frequency band selection (spurious over-damping can occur outside the f₁-f₂ window).

When Should You Use This Calculator?

  • Time-history non-linear dynamic analysis and seismic earthquake simulations.

Assumptions & Limitations

  • Assumes proportional orthogonal damping modes.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard structural finite element formulation.

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