Tuned Mass Damper System

Requires a Wolfram Notebook System

Interact on desktop, mobile and cloud with the free Wolfram CDF Player or other Wolfram Language products.

Requires a Wolfram Notebook System

Edit on desktop, mobile and cloud with any Wolfram Language product.

Tuned mass damper systems have been developed in recent years to diminish the oscillations of buildings during earthquakes. A large mass is hung by springs at the top of the building. The oscillations of the mass dissipates the energy into heat by means of a damper.


This Demonstration shows a system with two masses, and . Let and be the positions of the masses, and be the lengths of the springs, and and be the spring constants. The effect of the damper can be represented by a damping coefficient in the system. The energy decreases whenever the second mass is moving relative to the first. It is said that the damper is "tuned" when the optimal value of is selected for a specific building. Hamilton's equations of motion are solved for the initial conditions and (positions and momenta). Their plots are shown for all three possible combinations of three variables. Below the plot, the state of the masses with the springs and the damper is shown as a function of time.


Contributed by: Enrique Zeleny (January 2013)
Open content licensed under CC BY-NC-SA



The equations of motion are






[1] P. Blanchard, R. L. Devaney, and G. R. Hall, Differential Equations, 4th ed., Boston: Brooks/Cole, 2012 pp. 515–519.

Feedback (field required)
Email (field required) Name
Occupation Organization
Note: Your message & contact information may be shared with the author of any specific Demonstration for which you give feedback.