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Dynamic Vibration Absorber (Tuned Mass Damper) Calculator

Tuned Mass Dampers (TMD) are auxiliary mass-spring-damper systems mounted onto primary structures (skyscrapers, bridges, industrial machinery) to suppress resonant vibrations.

Effective modal mass of the primary vibrating structure.

Effective modal spring stiffness of the primary structure.

Auxiliary attached mass of the tuned absorber.

Calculated Result
11.34 kN/m

Optimal Absorber Spring Stiffness

Primary Structure Resonance

2.52 Hz

Optimum Tuning Frequency Ratio (f)

0.9524

Optimum Damping Ratio (ζ_opt)

12.73%

Calculation Breakdown

  1. ω_n = √(K / M)2.52 Hz
  2. f_opt = 1 / (1 + μ)0.9524
  3. k_a = m_a · (f_opt · ω_n)²11.34 kN/m
  4. ζ_opt = √[3μ / 8(1+μ)³]12.73%

What Is the Dynamic Vibration Absorber (Tuned Mass Damper) Calculator?

A tuned mass damper counters cyclic structural excitation by vibrating in anti-phase relative to the host structure.

Den Hartog tuning flattens the frequency response function so both resonant peaks have equal minimal amplitude.

How Does the Dynamic Vibration Absorber (Tuned Mass Damper) Calculator Work?

Computes mass ratio mu = absorber mass / primary mass.

Calculates Den Hartog optimal frequency tuning ratio f_opt.

Determines required absorber spring stiffness k_a and optimal viscous damping ratio.

Dynamic Vibration Absorber (Tuned Mass Damper) Calculator Formula & Variables

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

\mu = \frac{m_a}{M}, \quad f_{opt} = \frac{1}{1 + \mu}, \quad k_a = m_a (f_{opt} \omega_n)^2, \quad \zeta_{opt} = \sqrt{\frac{3\mu}{8(1 + \mu)^3}}

Den Hartog optimal tuning equations equalizing the two invariant resonance peaks.

How to Use the Dynamic Vibration Absorber (Tuned Mass Damper) Calculator

  1. Enter the host structure modal mass in kilograms.
  2. Enter primary modal stiffness in kN/m.
  3. Specify the proposed auxiliary absorber mass in kilograms.

Step-by-Step Example Calculation

Structural Floor Vibration Mitigation

Input Values:

primaryMassKg:1000
primaryStiffnessKNM:250
absorberMassKg:50
Worked Steps: 5% mass ratio tuned mass damper on a flexible factory floor.

Understanding Your Result

Absorber stiffness k_a indicates the exact spring stiffness required for resonant cancellation.

Optimal damping ratio prevents excessive absorber stroke while maximizing energy dissipation.

Factors That Affect the Result

  • Mass ratio: Higher mass ratios (e.g. 5% vs 1%) produce broader frequency bandwidth protection and lower peak motion.
  • Mistuning: Off-design shifts in primary structural stiffness severely degrade absorber effectiveness.

When Should You Use This Calculator?

  • Tall building wind sway mitigation (e.g. Taipei 101 pendulum damper).
  • Long-span pedestrian bridges and machine tool chatter suppression.

Assumptions & Limitations

  • Assumes linear single-degree-of-freedom primary system with negligible inherent structural damping.
  • Assumes steady-state harmonic base or force excitation.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Den Hartog formulation is the mathematically exact analytical optimum for undamped primary systems.

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