Method and apparatus to control seismic forces, accelerations, and displacements of structures

• US 6,233,884 B1
• Filed: 10/20/1997
• Issued: 05/22/2001
• Est. Priority Date: 10/20/1997
• Status: Expired due to Fees

• Current Assignee: David Mar, Steven B. Tipping
• Original Assignee: David Mar, Steven B. Tipping
• Inventors: Mar, David, Tipping, Steven B.
• Primary Examiner(s): CALLO, LAURA ANTOINETTE
• Application Number:
  US08/954,219
• Time in Patent Office: 1,310 Days
• Field of Search: 521/671, 521/673, 521/674, 521/675, 521/676, 521/677, 521/678, 521/679, 527/413
• US Class Current: 52/167.1
• CPC Class Codes: E04H 9/0235 Anti-seismic devices with hydraulic or pneumatic damping
• CPC Class Codes: E04H 9/0237 Structural braces with damping devices
• CPC Class Codes: E04H 9/028 Earthquake withstanding shelters
• CPC Class Codes: F16F 15/022 using dampers and springs in combination

Abstract

A seismic energy dissipation system for use with structures such as buildings, bridges and the like. The system includes a gravity frame, at least one reaction frame, and connection apparatus for connecting the gravity frame and the reaction frame. The connection apparatus includes springs for setting a period of response and energy dissipation units for dissipating energy within the structure, thus controlling the response of a structure with respect to internal forces, accelerations and deformations due to external excitations such as wind or earthquake.

Claims

1. A structure including a system for damping internal forces, and limiting accelerations and drifts caused by external excitations, the system comprising:

a. a gravity frame coupled to a base level;

b. at least four separate reaction frames rigidly coupled to a base level in at least one plane; and

c. connection means for connecting the gravity frame and the reaction frame, the connection means including spring means for setting a period of response and damping means for dissipating energy, and limiting forces, accelerations and drifts within the structure;

wherein each reaction frame is connected to the gravity frame via the connection means, each reaction frame being contained within a different vertical plane defined by the structure.

2. The structure of claim 1 wherein the gravity frame and the reaction frame extend for one or more stories vertically, the spring means comprises multiple springs and the damping means comprises multiple energy dissipation units, and wherein each story includes at least one said spring and at least one said energy dissipation unit for connecting the reaction frame to the gravity frame.

3. The structure of claim 1 wherein the gravity frame comprises multiple beams and columns, a first level of the columns including a pin connection at a top and a bottom.

4. The structure of claim 1 wherein the reaction frame comprises multiple beams and columns and a first level of columns are connected to the base level via rotationally flexible connections that are rotationally flexible about a horizontal axis parallel to a vertical plane defined by the reaction frame.

5. The structure of claim 1 wherein the gravity frame comprises multiple beams and columns, a first level of columns being connected to base isolation rollers.

6. The structure of claim 5 wherein the base isolation rollers are low friction pads.

7. The structure of claim 1 further comprising wind fuses between the gravity frame and the reaction frame.

8. The structure of claim 1 wherein the structure comprises multiple levels and wherein the gravity frame is coupled to the reaction frame at at least one level.

9. A multi-storied structure including a system for damping internal forces caused by external forces, the system comprising:

a. a gravity frame, coupled to a base level, comprising multiple beams and columns, the gravity frame extending vertically for multiple stories;

b. at least four separate reaction frames, rigidly coupled to a base level in at least one plane, comprising multiple beams and columns, each reaction frame extending vertically for multiple stories;

c. a plurality of springs, each story of each section of the reaction frame being connected to the gravity frame with a least one spring; and

d. a plurality of energy dissipation units, each story of each reaction frame being connected to the gravity frame with at least one energy dissipation unit.

10. The structure of claim 9 wherein a first level of the columns of the gravity frame include a pin connection at a top and a bottom.

11. The structure of claim 9 wherein a first level of the reaction frame columns are connected to the base level via rotationally flexible connections that are rotationally flexible about a horizontal axis parallel to a vertical plane defined by a corresponding reaction frame.

12. The structure of claim 9 wherein a first level of the columns of the gravity frame are connected to base isolation rollers.

13. The structure of claim 9 further comprising wind fuses between the gravity frame and the reaction frames.

14. A method of damping internal force within a structure caused by external force, the structure including a gravity frame coupled to a base level and at least one separate reaction frame rigidly coupled in at least one plane to the base level, the method comprising:

connecting springs between the reaction frame of the structure and the gravity frame of the structure; and

connecting energy dissipation units between the reaction frame of the structure and the gravity frame of the structure.

15. The method of claim 14 further comprising:

selecting a desired period of response of the structure to external force;

configuring the springs based upon the desired period of response;

selecting a desired level of damping within the structure caused by the external force; and

configuring the energy dissipation units based upon the desired level of damping.

16. A structure having at least one level and including a system for damping internal forces and limiting accelerations and drifts, the system comprising:

a gravity frame coupled to a base level;

a separate reaction frame rigidly coupled to the base level; and

connection means at each level for connecting the gravity frame and the reaction frame such that the gravity frame can distort relative to the reaction frame.

17. A structure in accordance with claim 16 wherein the structure comprises multiple levels.

18. A structure in accordance with claim 16 wherein the connection means comprise spring means for setting a period of response and damping means for dissipating energy and limiting forces, accelerations and drifts within the structure.

19. A structure in accordance with claim 16 wherein the structure comprises multiple levels and wherein the gravity frame is coupled to the reaction frame at at least one level.

20. A building comprising:

at least one level;

a frame comprising multiple beams and columns, the beams and columns being arranged to form seismic reaction frame and a separate, essentially flexible, gravity load carrying frame, the reaction frame being coupled to a base level rigidly in at least one plane; and

connection means at each level for connecting the reaction frame and the gravity frame such that the gravity frame can distort relative to the reaction frame upon a predetermined amount of force being exerted upon the building.

21. A building in accordance with claim 20 wherein the structure comprises multiple levels.

22. A building in accordance with claim 21 wherein the connection means comprise spring means for setting a period of response and damping means for dissipating energy and limiting forces, accelerations and drifts within the structure.

23. A method of damping internal force within a structure caused by external force, the structure including a gravity frame and at least four separate reaction frames, each contained within a different vertical plane defined by the structure, the method including the steps of:

coupling the gravity frame to a base level for relative movement therebetween;

rigidly coupling the at least four reaction frames in at least one plane to the base level; and

coupling the reaction frames and the gravity frame to one another with at least one energy dissipation unit that includes at least one spring element.

24. The method of claim 23, wherein the step of coupling the reaction frame to the gravity frame includes the step of providing a damper element connecting the reaction frame and the gravity frame to one another.

25. The method of claim 24, wherein the connecting step includes connecting the damper in parallel with the spring.

26. The method of claim 25, wherein the step of coupling the gravity frame includes providing base isolation rollers to couple the gravity frame to the base level.

27. In a building structure including a gravity frame located on a base level, a method of damping internal force within a structure caused by external force that includes the steps:

coupling the gravity frame to the base level through an isolating element that permits relative movement between the gravity frame and the base level;

providing the building structure with a reaction frame rigidly connected to the base level; and

connecting the gravity frame and the reaction frame to one another with a parallel connection including a spring means and a damper means for relative movement between the gravity frame and the reaction frame.

28. A structure including a system for damping internal forces, and limiting accelerations and drifts caused by external excitations, the system comprising:

a. a gravity frame coupled to a base level;

b. a separate reaction frame rigidly coupled to a base level in at least one plane; and

c. connection means for connecting the gravity frame and the reaction frame, the connection means including spring means for setting a period of response and damping means for dissipating energy, and limiting forces, accelerations and drifts within the structure;

wherein the gravity frame comprises multiple beams and columns, a first level of the columns including a pin connection at a top and a bottom.

29. The structure of claim 28 wherein the reaction frame comprises multiple beams and columns and a first level of columns are connected to the ground via rotationally flexible connections that are rotationally flexible about a horizontal axis parallel to a vertical plane defined by the reaction frame.