Tuned mass damper (TMD)
Slim, overhanging structures may vibrate as a result of their low inherent damping of 0.5 - 1%. Without additional damping measures, substantial vibration amplitudes may occur that can reduce comfort and cause fatigue. MAURER tuned mass dampers are custom-designed for each structure. The TMD is based on a springmass system. The spring is calibrated to the natural frequency of the structure and the required mass is determined depending on the modal mass of the relevant mode.
Structural vibrations induced by wind and earthquakes e.g. in high-rise buildings, towers and chimney stacks
The pendulum lengths, the pendulum supports and damping elements in the passive tuned mass dampers are designed using a non-linear dynamic simulation of the structure.
Frequency and damping can be regulated in real time with the adaptive tuned mass damper. This results in 60 – 80% better reduction in vibrations. The mass can also be reduced to 75 – 85% of the nominal mass.
Horizontal pendulum tuned mass dampers
The MTMD-P consists of a mechanical pendulum on which the steel mass is suspended. Friction plates for damping are activated by means of a steel pin on the mass underside. Vibration frequency is determined by the length of the pendulum. This can be adjusted using tuning springs for up to ± 15% frequency tolerance.
MAURER provides the following services to help select the correct TMD:
- Measuring vibrations in the structure to ascertain the current condition
- Advice in planning the optimum tuned mass damper
- Non-linear analysis or time-based simulation with wind and seismic excitation
- Installation of the damper
- Vibration test as final check of function
- Monitoring of frequency and relative TMD mass displacement