Active vibration suppressor

• US 4,635,892 A
• Filed: 08/19/1985
• Issued: 01/13/1987
• Est. Priority Date: 08/19/1985
• Status: Expired due to Fees

• Current Assignee: Vibrastop Incorporated
• Original Assignee: Vibrastop Incorporated
• Inventors: Baker, E. Bruce
• Primary Examiner(s): Foss, J. Franklin
• Application Number:
  US06/766,796
• Time in Patent Office: 512 Days
• Field of Search: 248/559, 248/550, 248/659, 248/636, 248/562, 248/563, 267/140.1, 267/80, 267/141.2, 267/141.3, 267/137, 267/275, 267/298, 188/379, 188/380, 188/378, 52/167
• US Class Current: 248/550
• CPC Class Codes: E04H 9/0215 involving active or passive dynamic mass damping systems
• CPC Class Codes: F16F 7/1005 characterised by active control of the mass

Abstract

An active vibration suppressor for suppressing vibrations in structures, such as buildings, has an actuator attached to the structure and an extendable rod of the actuator attached to a seismic mass which is thus moved by the actuator. A sensor is attached to the structure adjacent to the actuator and connected to a compensated power amplifier which operates the actuator. Movement of the structure is sensed and the actuator moves the seismic mass in a direction to oppose the structural displacement thereby minimizing structural vibrations.

Claims

1. A system for suppressing vibrations in an elongate building structure and the like comprising:

a seismic mass;

actuator means attached to said structure and to said seismic mass for moving said mass in a direction at right angles to said elongate structure;

vibration sensor means attached to said structure for producing control signals representative of lateral movement thereof; and

control means connected to said actuator means and said sensor means, said control means responsive to said control signals to cause said actuator means to move said seismic mass in a direction to oppose such movement of said structure.

2. The system as recited in claim 1 in which said actuator means is a linear actuator.

3. The system as recited in claim 2 in which said linear actuator is hydraulically operated.

4. The system as recited in claim 2 in which said linear actuator is electrically operated.

5. The system as recited in claim 1 in which said linear actuator is pneumatically operated.

6. The system as recited in claim 1 in which said actuator means is an electrical torquer motor.

7. The system as recited in claim 1 in which said sensor means is a linear accelerometer.

8. The system as recited in claim 1 in which said sensor means is an angular accelerometer.

9. The system as recited in claim 1 in which said control means includes a compensation circuit and a power amplifier circuit.

10. The system as recited in claim 1 which further includes position sensing means for producing signals representative of the position of said seismic mass with respect to said structure.

11. The system as recited in claim 9 in which said position sensing means produces electrical signals.

12. The system as recited in claim 9 in which said position sensing means produces hydraulic control signals.

13. The system as recited in claim 9 in which said position sensing means produces pneumatic control signals.

14. The system as recited in claim 1 in which said sensor means is a velocity sensor.

15. The system as recited in claim 1 in which said sensor means is a displacement sensor.

16. A closed loop system for damping vibrations in an elongate building structure and the like comprising:

an acutator attached to said structure at a point of lateral displacement of said structure and having a movable member;

a seismic mass attached to said movable member of said actuator;

an accelerometer attached to said structure adjacent said actuator;

a compensation circuit connected to said accelerometer for receiving output signals therefrom; and

a power amplifier connected to said compensation circuit for receiving compensated output signals therefrom, said amplifier having an output operatively connected to said actuator for causing said seismic mass to move in a direction to oppose displacement of said structure.

17. The system as recited in claim 16 in which said displacement of said structure is linear and said actuator is a linear actuator.

18. The system as recited in claim 16 which further comprises:

a position sensor connected between said seismic mass and said structure;

a position amplifier having an input connected to said position snesor and an output; and

a summing point disposed between said compensation circuit and said power amplifier and having an input connected to said output of said position amplifier with a polarity and bandpass selected to produce a negative feedback loop to maintain a preselected average position of said transducer movable member.

19. A method for damping vibrations in an elongate building structure comprising the steps of:

attaching an acutator to the structure at an area of vibration;

attaching a seismic mass to the actuator;

sensing lateral displacement of the structure at the area of attachment of the actuator;

producing a control signal representative of the displacement;

processing the control signal to operate the actuator; and

moving the seismic mass in a direction to oppose the displacement.

20. The method as recited in claim 19 in which the processing step includes the steps of compensating the control signal and amplifying the compensated control signal.

21. The method as recited in claim 19 which further comprises the steps of:

sensing the displacement of the seismic mass relative to the structure;

producing a second control signal representative of the mass displacement; and

controlling the actuator with the second control signal to maintain the actuator approximately centered.