Vibration Control
1. Mass damper for floor system
Our engineer developed mass dampers which used for increasing damping to various structures to reduce the structural vibration.
The basic mechanism of mass damper is based on phase difference between the motion of the mass damper and that of the structure. Therefore, the energy of the structure can be dissipated.
The mass of the dampers is around one tenth of the target structure. The suspension mechanisms is viscously/ friction damped coil spring. The application is to reduce vibration on floor system.
1a. Photo of installed mass damper on floor
1b. Drawing of the mass damper
1c. Test data of the mass damper
Free vibration response of the mass damper in vertical direction
Free vibration response of the mass damper in horizontal direction
- Natural frequency in vertical direction = 1.900 Hz
- Damping ratio in vertical direction = 0.05
- Natural frequency in horizontal direction =1.907 Hz
- Damping ratio in horizontal direction = 0.07
2. Shaker for floor vibration test
Our engineer developed a series of shakers for floor vibration test to determine natural frequencies, mode shapes and damping ratios of structures.
2a. CHAOS 700A
Specifications
Shaker | Chaos 700A |
Force (Sine Peak) | 700 N @ 10 Hz |
Velocity (Sine Peak) | 1000 mm/sec |
Stroke (Peak – Peak) | 50 mm |
Frequency Range | 0 -10 Hz |
Operation | horizontal or vertical |
Total Shaker Weight | 110 kg |
Shipping Weight | 120 kg |
Overall Dimension L x W x H | 1050 X 480 X 650 mm |
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2b. CHAOS 700B
Specifications
Shaker | Chaos 700B |
Force (Sine Peak) | 600 N @ 10 Hz |
Velocity (Sine Peak) | 1000 mm/sec |
Stroke (Peak – Peak) | 50 mm |
Frequency Range | 0 -15 Hz |
Operation | horizontal or vertical |
Total Shaker Weight | 70 kg |
Shipping Weight | 80 kg |
Overall Dimension L x W x H | 600 X 600 X 400 mm |
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Our engineer developed a series of dampers (D-energy damper) to protect buildings and structures against vibration. D-energy damper provides tailor-made solutions to fulfill customer requirements.