# US 11,299,901 B2 · Control structure > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 11,299,901 B2 - Document ID: US11299901B2 - Status: Granted - Kind: B2 - Application number: 16/486,582 - Filed: 2017-10-05 - Published: 2020-07-23 - Granted: 2022-04-12 - Earliest claimed: 2017-02-16 - Assignees: John Damian Allen - Applicants: John Damian Allen - Inventors: John Damian Allen - Web page: https://patentgrep.com/patent/US11299901B2 ## CPC - E04H 9/021: {Bearing, supporting or connecting constructions specially adapted for such buildings} - A47B 91/04: Elastic supports - A47B 96/00: Details of cabinets, racks or shelf units not covered by a single one of groups A47B43/00 - A47B95/00; General details of furniture (doors E06B) - B65G 1/02: Storage devices (furniture A47B; shop fittings A47F) - E02D 5/80: Ground anchors {(for galleries, tunnels or shafts E21D21/00)} - E04B 1/36: Bearings or like supports allowing movement (for bridges E01D19/04; buildings with-standing earthquakes E04H9/02) - E04B 1/98: against vibrations or shocks (on foundations E02D31/08); against mechanical destruction, e.g. by air-raids (against incendiary damage only E04B1/94; finishing work therefor E04F; buildings withstanding earthquake or the like, shelters, arrangements of splintercatching walls E04H9/00) - F16F 1/027: {Planar, e.g. in sheet form; leaf springs} - F16F 7/12: using plastic deformation of members {(F16F9/30 takes precedence; yieldable means for mounting bumpers on vehicles B60R19/26; yieldable or collapsible steering columns B62D1/192)} - F16F 13/00: Units comprising springs of the non-fluid type as well as vibration-dampers, shock-absorbers, or fluid springs (F16F5/00, {F16F6/00, F16F9/003} take precedence) - F16M 13/02: for supporting on, or attaching to, an object, e.g. tree, gate, window-frame, cycle - A47B 2220/0027: Feet - A47B 2220/0061: Accessories - F16F 2224/0208: Alloys - F16M 2200/08: Foot or support base - E04H: BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL (foundations E02D) - A47B: TABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE (furniture jointing F16B) - B65G: TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS (packaging B65B; handling thin or filamentary materials, e.g. paper sheets or thread, B65H; cranes B66C; portable mobile or lifting or hauling appliances, e.g. hoists, B66D; devices for lifting or lowering goods for loading or unloading purposes, e.g. fork-lift trucks, B66F9/00; emptying bottles, jars, casks, barrels or similar containers, not otherwise provided for, B67C9/00; delivering or transferring liquids B67D; filling or discharging vessels for liquefied, solidified or compressed gases F17C; pipe-line systems for fluids F17D) - E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)} - E04B: GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS (border constructions of opening in walls, floors or ceilings E06B1/00; {electromagnetic shielding H05K9/0001}) - F16F: SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION - F16M: FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS ## Abstract A control structure device for racks or buildings. The device is able to limit forces developed within itself or a structure (e.g. building or storage rack) it connects with and is seismically supportive of as it endures ground or base motion input from a seismic event. The control structure may comprise a relatively inflexible rocker frame which is pivotably connected to a foundation. Rotation of the rocker frame causes a flexural member to flexurally displace to limit force and energy in the system. ## Claims ### Claim 1 A force limiting and energy dissipating seismic control structure comprising: a pivotable rocker frame having a pivot connection to a structural member; a yield connector comprising a resistively and resiliently deformable, elastoplastically yielding yield element, the yield connector being directly or indirectly connected between the rocker frame and the structural member wherein the yield connector comprises a first anchor for direct or indirect connection to a first end region of the yield element, and a second anchor for direct or indirect connection to a second end region of the yield element, and wherein the second anchor and second end region are configured with at least one of a free translational boundary condition or a free translational and rotational boundary condition wherein the second end region is able to translate or translate and rotate relative to a reaction surface or reaction point at the second anchor, whereby the yield connector is able to elastoplastically displace while maintaining a constant resistive yield force, and control and limit a dynamic response of the control structure and a mass seismically supported by the control structure, during a seismic event. ### Claim 2 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the structural member comprises a structural base or foundation, and the yield connector is directly connected between the rocker frame and the structural base or foundation. ### Claim 3 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the structural member comprises a structural base or foundation, and the yield connector is connected between the rocker frame and a further structural member, the further structural member being pivotably connected to the structural base or foundation. ### Claim 4 (depends on 3) The force limiting and energy dissipating seismic control structure of claim 3 wherein the further structural member comprises a chord. ### Claim 5 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the structural member is pivotably connected to a structural base or foundation. ### Claim 6 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 further comprising a secondary flexural member provided between the yield connector and the structural member. ### Claim 7 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the yield connector further comprises a flexural deflection limiter configured to stop flexure of a yielding element at a prescribed limit. ### Claim 8 (depends on 7) The force limiting and energy dissipating seismic control structure of claim 7 further comprising a secondary flexural member configured to yield upon the prescribed limit being reached. ### Claim 9 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the yield connector comprises a pivot connector to connect to either the rocker frame or the structural member. ### Claim 10 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the yield connector comprises a guide configured to receive and guide a connector configured to connect to either the rocker frame or the structural member. ### Claim 11 (depends on 10) The force limiting and energy dissipating seismic control structure of claim 10 wherein the yield connector comprises a pivot connector to connect to either the rocker frame or the structural member and the pivot connector is configured to maintain the connector orthogonal to the yield element. ### Claim 12 (depends on 10) The force limiting and energy dissipating seismic control structure of claim 10 wherein the connector comprises a part of one of: the structural member; the rocker frame; a further structural member. ### Claim 13 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the yield element comprises a plate or a plurality of plates. ### Claim 14 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the first anchor is configured for connection to the rocker frame and a second anchor for connection to the structural member. ### Claim 15 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the yield element is displaced and increases in length between the first and second anchors during a seismic event. ### Claim 16 (depends on 15) The force limiting and energy dissipating seismic control structure of claim 15 wherein no membrane forces are generated in the yield element during displacement. ### Claim 17 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the yield element undergoes plastic deformation at a yield zone intermediate the first anchor and second anchor during a seismic event as a result of relative oscillatory movement between the rocker frame and the structural member. ### Claim 18 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the rocker frame comprises a vertical aspect and the structural member comprises a horizontal structural base or foundation. ### Claim 19 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the rocker frame has a horizontal aspect and is pivotably connected at each end to vertical chords which are pivotably connected to a horizontal base or foundation. ### Claim 20 (depends on 1) The force limiting and energy dissipating seismic control structure of claim 1 wherein the rocker frame comprises part of, or is connected to, a shelving or racking or building structure. ### Claim 21 A force limiting and energy dissipating seismic control structure comprising: a pivotable rocker frame having a pivot connection to a structural member and being configured to be connected to a shelving, racking or building structure, the pivotable rocker frame being configured to rotate about the pivot connection as the shelving, racking or building structure moves relative to the structural member in response to a seismic event, a yield connector comprising a resistively and resiliently deformable, elastoplastically yielding yield element, wherein the yield connector comprises a first anchor for direct or indirect connection to the rocker frame distal from the pivot connection and a second anchor for direct or indirect connection to the structural member, and wherein one of the first or second anchors is configured with a free translational and rotational boundary condition whereby the yield element is displaced and undergoes plastic deformation at a yield zone intermediate the first anchor and second anchor during a seismic event as a result of relative oscillatory movement between the rocker frame and the structural member, and wherein the yield connector maintains a constant resistive yield force to thereby control rotation of the rocker frame about the pivot connection, the constant resistive yield force limiting and controlling the magnitude of a dynamic response force developed within the control structure during the seismic event. ### Claim 22 (depends on 21) The force limiting and energy dissipating seismic control structure of claim 21 wherein the dynamic response force is independent of the magnitude of the seismic event. ### Claim 23 A structure supported on a foundation, the structure comprising: a framework, the framework being connected to a pivotable rocker frame having a pivot connection to the foundation and being configured to rotate about the pivot connection as the framework moves relative to the structural member in response to a seismic event, a yield connector comprising a resistively and resiliently deformable, elastoplastically yielding yield element, and wherein the yield connector comprises a first anchor for direct or indirect connection to the rocker frame distal from the pivot connection and a second anchor for direct or indirect connection to the foundation, and wherein one of the first or second anchors is configured with a free translational and rotational boundary condition whereby the yield element is displaced and undergoes plastic deformation at a yield zone intermediate the first anchor and second anchor during a seismic event as a result of relative oscillatory movement between the rocker frame and the foundation, and wherein the yield connector maintains a constant resistive yield force to thereby control rotation of the rocker frame about the pivot connection, the constant resistive yield force limiting and controlling the magnitude of a dynamic response force developed within the framework during the seismic event. ### Claim 24 (depends on 23) The structure of claim 23 wherein a dynamic response force developed in the foundation during the seismic event is limited by the constant resistive yield force. ### Claim 25 (depends on 23) The structure of claim 23 wherein the framework has or supports a mass, and a dynamic response force developed in the mass during the seismic event is limited by the constant resistive yield force. ### Claim 26 (depends on 23) The structure of claim 23 wherein the dynamic response force is independent of the magnitude of the seismic event. ### Claim 27 A force limiting and energy dissipating seismic control structure comprising: a pivotable rocker frame pivotably connected to a structural member, a yield connector located between and directly or indirectly connecting rocker frame to structural member, the yield connector comprising a resistively and resiliently deformable elastoplastically yielding yield element, the yield element having a first region connected to a first anchor and a second end region connected to a second anchor, the first and second anchor directly or indirectly connecting to the rocker frame or structural member, the yield connector configured with free translational or free translational and free rotational boundary conditions, wherein the second end, edge, or boundary region of the yield element, is able to translate or translate and rotate relative to the reaction surface or reaction point at its second anchor, and without generating membrane forces within the yield element, and wherein the resultant reaction force at the reaction surface or reaction point, is able to rotate as the yield element elastoplastically displaces, and remain orthogonal to the tangent plane at the reaction surface of the yield element, and wherein the horizontal component of the resultant reaction force acts in the same direction as the horizontal translation component of the displacing end region, the yield element able to elastoplastically displace while maintaining a constant resistive yield force, enabling the control structure to form an elastoplastic mechanism, able to cyclically displace and plastically flow, in response to a forcing event or in response to base motion input from a seismic event, with a constant resistive yield force, the seismic control structure able to control and limit its dynamic response and control and limit the response acceleration and dynamic response of a mass it is seismically supportive of. ### Claim 28 (depends on 1) The force limiting and energy dissipating seismic control structure as claimed in claim 1 wherein the yield connector is connected between the rocker frame and a further structural member, the further structural member and rocker frame being pivotably connected to the structural member. ### Claim 29 (depends on 28) The force limiting and energy dissipating seismic control structure as claimed in claim 28 wherein the structural member and further structural member comprise pivotably connected chords. ### Claim 30 (depends on 6) The force limiting and energy dissipating seismic control structure as claimed in claim 6 wherein the secondary flexural member enables independent adjustment of the natural elastic response frequency of the control structure. ### Claim 31 (depends on 7) The force limiting and energy dissipating seismic control structure as claimed in claim 7 further comprising a secondary flexural member, wherein the secondary flexural member and the flexural deflection limiter enable the control structure to provide a two tier, elastic stiffening, ductile response. ### Claim 32 (depends on 13) The force limiting and energy dissipating seismic control structure as claimed in claim 13 wherein the or each plate is configured to flex about a minor bending axis and flexurally yield at a specific yield zone and is displaced to high elastoplastic displacements and high ductility values while maintaining the constant resistive yield force. ### Claim 33 (depends on 1) The force limiting and energy dissipating seismic control structure as claimed in claim 1 wherein the yield element is displaced and freely increases and decreases in length between the first and second anchors during a seismic event. ### Claim 34 (depends on 33) The force limiting and energy dissipating seismic control structure as claimed in claim 33 wherein the length of the yield element along a flexing curve of the yield element is able to freely increase and decrease length between the first and second anchors and wherein reaction resultants rotate and remain orthogonal with a tangent plane of the yield element during a seismic event. ### Claim 35 (depends on 1) The force limiting and energy dissipating seismic control structure as claimed in claim 1, wherein the yield element has a spanning aspect and is configured with simply supported, flexurally continuous or flexurally restrained boundary conditions at the second end region. ### Claim 36 (depends on 29) The force limiting and energy dissipating seismic control structure as claimed in claim 29 wherein the yield connector is connected between the chords and wherein interlaminar displacement along and between the chords is resisted by a constant interlaminar shear force produced by flexural yielding of the yield element. ### Claim 37 (depends on 1) The force limiting and energy dissipating seismic control structure as claimed in claim 1 wherein the yield element is able to cyclically displace to plastic strain values within the yield element along a positive yield plateau and to and beyond plastic strain values at maximum stress values within a strain hardening region of the stress-strain curve of the yielding material from which the yield element is formed. ### Claim 38 (depends on 14) The force limiting and energy dissipating seismic control structure as claimed in claim 14 wherein the yield connector comprises a casing and a guided pushrod, the pushrod linking the yield connector to the rocker frame, and the casing being pivotably connected to the structural member, and wherein the guided pushrod is configured to connect to the yield element at the first anchor, and the casing is configured to connect to the yield element at the second anchor. ### Claim 39 A force limiting and energy dissipating seismic control structure comprising a rocker frame which is pivotably connected to a structural base or structural member, wherein rotation of the rocker frame about the pivotal connection causes a pivotably anchored flexural yield member which is directly or indirectly connected to the rocker frame, but distal to the rocker frame pivot, to flexurally displace, wherein the yield member is configured with a (i) free translational or (ii) free translational and free rotational boundary condition to allow it to flex and yield about its minor bending axis to high elastoplastic displacements and high ductility values while maintaining a constant resistive yield force, and wherein the structure is able to dissipate energy and limit forces developed within itself or a structure it connects with and is seismically supportive of as it endures ground or base motion input from a seismic event. ### Claim 40 (depends on 39) The force limiting and energy dissipating seismic control structure as claimed in claim 39 wherein the yield member comprises: a first anchor secured directly or indirectly to the rocker frame, a second anchor secured to another structural member of the control structure or to a foundation base, the flexural yield member having a first region and a second region spaced from the first region and located respectively by the first anchor and second anchor, whereby the first anchor secures the first region to the rocker frame so that the first region is able to move with the rocker frame relative to the second region and second structural member being another member of the control structure or foundation base, during a seismic event, and the second anchor allowing translation or translation and rotation of the second region relative to the second anchor during rocking movement of the rocker frame relative to the second structural member allowing the flexural yield member to flexurally yield while maintaining a stable constant resistive yield force. ### Claim 41 (depends on 40) The force limiting and energy dissipating seismic control structure as claimed in claim 40 wherein at the second region the flexural member is able to translate or translate and rotate relative to its respective anchor and at the other of the first or second regions the flexural member is pinned or cantilevered to its respective anchor.