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32results about How to "Improve vibration control effect" patented technology

Tuned mass damper for controlling tri-dimensional translation and horizontal torsion of building structure and manufacturing method thereof

InactiveCN101812879ARealize the function of multi-dimensional shock absorptionImprove vibration control effectShock proofingHorizontal axisEngineering
The invention relates to a tuned mass damper for controlling tri-dimensional translation and horizontal torsion of a building structure and a manufacturing method thereof, belonging to the technical field of structural engineering seismic resistance and shock absorption. The damper comprises two tuned mass blocks which move along the two horizontal axis directions of the building structure, horizontal viscous dampers connected with the tuned mass blocks, universal rolling spherical hinges arranged at the bottom of the tuned mass blocks, limit baffles connected with the horizontal viscous dampers, horizontal clapboards, torsion mass blocks, torsional levers, torsion shafts, torsion fixed shafts, torsional damper springs and vertical viscous dampers arranged at the bottom of the horizontal clapboards. The tuned mass damper for controlling tri-dimensional translation and horizontal torsion of a building structure can perform tuned energy dissipation shock absorption in the two horizontal directions, vertical direction and horizontal torsional direction of the structure.
Owner:BEIJING UNIV OF TECH

Drum-type omni-directional turned mass damper

InactiveCN101672074AWith multi-dimensional shock absorptionEasy to makeShock proofingSteel ballOmni directional
The invention relates to a drum-type omni-directional turned mass damper, belonging to the technical field of vibration resistance and absorption in structural engineering, and comprising a top cover,an outer-wall sleeve connected with the top cover, a sleeve-type structure arranged inside the outer-wall sleeve, an internal horizontal baffle and an external horizontal baffle. The sleeve-type structure comprises an inner-ring core cylinder, an outer-ring core cylinder, a steel ball holder and a steel ball, wherein the inner-ring core cylinder is arranged in the outer-ring core cylinder, the outer surface of the inner-ring core cylinder is fixed with the steel ball holder that is internally equipped with the steel ball. A viscous damper is connected between the outer-ring core cylinder andthe outer-wall sleeve, the lower end faces of the inner-ring core cylinder and the outer-ring core cylinder are both connected with the internal horizontal baffle via a universal rolling spherical hinge, and a spring is connected between the internal horizontal baffle and the external horizontal baffle which is further fixedly connected with a substructure. The damper can be operable for turning energy consumption and vibration damping in all directions of the structure, namely, two horizontal directions, vertical direction, and two directions of reversing and swinging.
Owner:BEIJING UNIV OF TECH

Three-cylinder type large-capacity magneto-rheological damper

InactiveCN101793302AMeet the needs of earthquake resistance and wind resistanceIncreased sensitivityNon-rotating vibration suppressionSolid based dampersVibration controlControl theory
The invention discloses a three-cylinder type large-capacity magneto-rheological damper for vibration control of a large civil engineering structure, which comprises a magneto-rheological damping cylinder (9), a puddle damping cylinder (5), an auxiliary cylinder (19), a magneto-rheological main piston (23), a puddle piston (6), a piston rod (17), a sealing baffle (20), a damping channel (16), a cylinder cover (3) and a spherical hinge joint (13), wherein magneto-rheological liquid (11) is filled in the magneto-rheological damping cylinder, and an annular excitation coil (8) capable of generating a magnetic field is arranged in the magneto-rheological damping cylinder; and the puddle damping cylinder is arranged adjacent to the magneto-rheological damping cylinder, and elastic puddle (7) is filled in the inner cavity of the puddle damping cylinder, thus the damper can generate large damping under the condition of large displacement, and the safety of the damper can be improved. By arranging a displacement splitting mechanism (18), the magneto-rheological damper has high rigidity and large damping in a low-frequency region and has low rigidity and small damping in a high-frequency region. Compared with the traditional magneto-rheological damper with the same size, the maximum capacity of the damper of the invention is improved by more than one time, and the vibration control of the large civil engineering structure is more effective.
Owner:HOHAI UNIV

Compound type omni-directional tuning and shock-absorption damping pendulum

InactiveCN103243831ARealize the function of omnidirectional shock absorptionImprove vibration control effectShock proofingDirectional antennaEngineering
The invention provides a compound type omni-directional tuning and shock-absorption damping pendulum and belongs to the technical field of shock resistance and absorption of structural engineering. The compound type omni-directional tuning and shock-absorption damping pendulum comprises a shock insulation spring upper portion steel plate, a shock insulation spring, a shock insulation spring lower portion steel plate, a rigid hanging rod, a damping pendulum box body, a mass block, damping particles, a vertical steel partition plate, a damping hole, a damping hole plate, a transverse steel partition plate, a pendulum hinge and tuning liquid. All of members and the mass block inside the damping pendulum box body serve as horizontal direction turning mass to perform shock absorption and energy dissipation. All of member under a vertical shock-absorption spring serve as vertical direction, swing direction and reversing direction turning mass to perform shock absorption and energy dissipation, and accordingly shock absorption and energy dissipation functions of the damping pendulum in all directions are finally achieved. The damping pendulum has the advantages of having a multi-dimensional shock-absorption function, simple in manufacture, flexible and convenient to arrange and the like.
Owner:BEIJING UNIV OF TECH

Vibration isolator

There is provided a vibration isolator capable of, (1) vibration isolation performance for ground motion disturbance: vibration isolation for floor vibration, and (2) vibration control performance for direct acting disturbance: suppression of swing due to driving reaction force caused by stage movement, significantly improving the above (2), i.e., the vibration control performance, with keeping the above (1), i.e., the vibration isolation performance, at a high level.
Owner:TOKKYOKIKI CORP

Series-mechanism adjustable passive negative-stiffness damper

ActiveCN106836543ALarge negative stiffnessNo change in energy dissipation damping forceProtective buildings/sheltersShock proofingPre compressionEngineering
A series-mechanism adjustable passive negative-stiffness damper comprises a positive stiffness and negative stiffness series mechanism, and a common damper; the positive stiffness and negative stiffness series mechanism includes a positive stiffness unit and a negative stiffness unit; the positive stiffness unit includes a mechanical spring and upper and lower connectors, two ends of the mechanical spring are fixedly connected to the upper and lower connectors respectively, so that it is ensured that the mechanical spring can bear pull reciprocating load; the negative stiffness unit includes an outer frame, two pre-compression springs, a guide rod and a slider, the lower end of the guide rod is fixedly connected to the bottom center of the outer frame, the slider sleeves the guide rod and can slide freely along the guide rod to integrally serially connect a damping unit and the positive stiffness and negative stiffness series mechanism, and it is possible to adjust stiffness without changing damping; the common damper is partially parallelly connected to positive stiffness or negative stiffness through structures, and it is accordingly possible to adjust the stiffness and damping. The series-mechanism adjustable passive negative-stiffness damper can provide improved aseismic effect for civil structures, especially super-large civil structures.
Owner:HARBIN INST OF TECH

Self sensing method and system for cylinder inductive magnetic rheology damper integrated relative displacement

The present invention is cylinder induction type self sensing method and system for MR damper. One induction coil is wound onto the cylinder of single-cylinder piston type MR damper and excited with the harmonic magnetic field of the exciting coil wound on the piston head of the MR damper to output information of relative displacement state between the piston rod and the cylinder, and this constitute the basic structure of cylinder induction type integrated relative displacement sensor. One active magnetoelectric relative displacement sensor is integrated to the MR damper structure to realize the real-time detection of relative displacement information between the controlled target and the supporting body. The continuous damping force controlling characteristic of magnetic reological fluid damper is combined to make the semi-active damping system of MR damper possess continuously controllable self sensing and damping force.
Owner:CHONGQING UNIV

Vehicle layered modeling vibration control method and apparatus

The invention relates to a method and a device for controlling the vibration in an automobile hierarchical modeling manner. The method comprises the following steps: sending the data of eight vertical and lateral road roughness sensors to a CPU processor, integrating the hierarchical modeling algorithm and obtaining the motion state of the centroid of suspended mass, the constrained force of suspended mass, and acceleration predictive values obtained by predicting and decoupling the vertical and lateral acceleration variable quantities of No.1 to No.4 suspension brackets, through the operation; respectively transmitting to eight vertical and lateral matrix control quantity operation module of No.1 to No.4 units; obtaining theoretical quantity of controllable actuators of No.1 to No.4 units after the synthesis is conducted; conducting the conversion operation of actuating quantity because the data received by each actuator generates the corresponding action. The invention has the advantages that the hierarchical control architecture built on the basis of considering the common influence of the vertical excitation and the lateral excitation of the road is converted into eight four-multiplied-four matrix, so as to simultaneously conduct the control quantity operation of four controllable actuators and the vibration control, thereby reducing online operation time and reaching the optimum vibration control effect of the whole automobile.
Owner:SANMING UNIV

Train automatic-parking executing system

The invention discloses a train automatic-parking executing system which comprises a servo motor, a driving beam, a driven beam, a turnout control relay, a trolley, a turnout structure with magnetic levitation plates and a turnout controller. The turnout structure with the magnetic levitation plates is arranged on the driven beam. The servo motor is mounted under the driving beam and connected with the trolley, the turnout control relay and the turnout controller. The driving beam and the driven beam are mechanically connected. The servo motor drives the trolley to drive the driven beam, underthe action of the driven beam, the turnout structure with the magnetic levitation plates, the driven beam and the driving beam are moved to a set rail as a whole, and thus a train runs to the set rail. An existing magnetic levitation rail structure is improved, levitating magnets are arranged in groove structures, airflow resistance is reduced, energy consumption of the magnetically levitated train is lowered, the safety guarantee capacity of magnetic levitation traffic is enhanced, and riding of magnetic levitation traffic is more quiet and comfortable.
Owner:成都天府轨谷科技有限公司

Built-in damping vibration attenuation device

PendingCN113357302AImprove structural vibration control effectEliminate connection gapsSpringsLiquid based dampersNegative stiffnessClassical mechanics
The invention relates to a built-in damping vibration attenuation device. The built-in damping vibration attenuation device comprises a connecting cylinder and a damping set; the connecting cylinder is internally provided with a containing area used for containing a clamp for clamping a vibration attenuation target; the damping set is arranged in the connecting cylinder and comprises two hydraulic dampers, the two hydraulic dampers of the damping set are symmetrically arranged on the two sides of the containing area, cylinder barrels of the two hydraulic dampers contained in the damping set communicate with each other through a guide pipe, and piston rods of the hydraulic dampers are used for abutting against the clamp. Interconnection of the two opposite hydraulic dampers is achieved through the guide pipe, so that hydraulic inerter between the two hydraulic dampers of the damping set is achieved, negative rigidity is provided for the structure through the hydraulic inerter, and the vibration control effect of the structure can be greatly improved.
Owner:中铁桥研科技有限公司 +3

Fiber reinforced composite material anti-vibration hammer

The invention discloses a fiber reinforced composite material anti-vibration hammer. The shockproof hammer comprises a line card and hammers. There are two hammers which are arranged on two ends of anelastic rod. A middle portion of the elastic rod is provided with a connection board forming an integral structure with the line card. The connection board is a composite material pultrusion sheet material. An elastic rod is a composite material pultrusion bar material. Each hammer is a complex body of structural steel and a composite material. A connection portion of each hammer and the elasticrod is the composite material. The connection portion of each hammer and the elastic rod is the structural steel. Each hammer is the structural steel whose external layer is wrapped with the compositematerial. The composite material is a fiber reinforced composite material. In the invention, through using the fiber reinforced composite material, problems that a capability for an existing vibration hammer to absorb energy of vibration is poor, the vibration hammer is easy to be oxidized, and a corrosion resistance capability is poor are solved; an eddy current is eliminated; and line energy consumption is reduced.
Owner:STATE GRID HENAN ELECTRIC POWER COMPANY ZHENGZHOU POWER SUPPLY +2

Signal conditioning system for improving low-frequency measurement performance of acceleration sensor

The present disclosure relates to a signal conditioning system for improving low-frequency measurement performance of an acceleration sensor. The signal conditioning system includes: a charge integration circuit, a high-pass filter circuit, a lead-lag network, an anti-aliasing filter circuit, and a gain adjustment circuit. An input terminal of the charge integration circuit is connected to the acceleration sensor, an output terminal of the charge integration circuit is connected to an input terminal of the high-pass filter circuit, an output terminal of the high-pass filter circuit is connected to an input terminal of the lead-lag network, an output terminal of the lead-lag network is connected to an input terminal of the anti-aliasing filter circuit, and an output terminal of the anti-aliasing filter circuit is connected to an input terminal of the gain adjustment circuit.
Owner:SHANGHAI UNIV

Vehicle layered modeling vibration control method

The invention relates to a method and a device for controlling the vibration in an automobile hierarchical modeling manner. The method comprises the following steps: sending the data of eight vertical and lateral road roughness sensors to a CPU processor, integrating the hierarchical modeling algorithm and obtaining the motion state of the centroid of suspended mass, the constrained force of suspended mass, and acceleration predictive values obtained by predicting and decoupling the vertical and lateral acceleration variable quantities of No.1 to No.4 suspension brackets, through the operation; respectively transmitting to eight vertical and lateral matrix control quantity operation module of No.1 to No.4 units; obtaining theoretical quantity of controllable actuators of No.1 to No.4 units after the synthesis is conducted; conducting the conversion operation of actuating quantity because the data received by each actuator generates the corresponding action. The invention has the advantages that the hierarchical control architecture built on the basis of considering the common influence of the vertical excitation and the lateral excitation of the road is converted into eight four-multiplied-four matrix, so as to simultaneously conduct the control quantity operation of four controllable actuators and the vibration control, thereby reducing online operation time and reaching the optimum vibration control effect of the whole automobile.
Owner:SANMING UNIV

Magnetic current changeing dumper of integrated related speed sensing function and method of adaptive damping

InactiveCN100344895CWith damping functionRealize adaptive vibration reduction functionSpringsNon-rotating vibration suppressionMagnetic currentRelative motion
A self-adapting vibration reduction method and a magnetic rheology damper which has integration relative velocity conversion function. The damper is made up of cylinder body, magnetic rheology liquid, exciting coil on the piston head, induction coil in the piston rod, accumulator, and dirt shroud, and so on; the exciting coil and the induction coil are constituted a active magnetoelectricity type relative velocity transducer, it integrates the magnetic rheology damper structure to a unit. Its vibration reduction method is that exciting coil is loaded a medium-low frequency voltage sign as the transducer's exciting coil detection signal, common frequency alternating magnetic field which is produced by the method is formed to a closure work magnetic loop in the damper structure; axial direction relative motion between the piston of magnetic rheology damper and cylinder body make magnetic linkage of the induction coil occur to correspond change and induced obtain conversion output signal which reflects the axial direction relative motion; according to the conversion signal, controller self-adapting adjusts the drive current which is overlap on the exciting coil by current drive to control the magnetic field strength of the exciting coil to realize the self-adapting vibration reduction of the magnetic rheology.
Owner:CHONGQING UNIV

Composite Omnidirectional Tuning Shock Absorbing Damping Pendulum

InactiveCN103243831BRealize the function of omnidirectional shock absorptionImprove vibration control effectShock proofingEngineeringShock resistance
The invention provides a compound type omni-directional tuning and shock-absorption damping pendulum and belongs to the technical field of shock resistance and absorption of structural engineering. The compound type omni-directional tuning and shock-absorption damping pendulum comprises a shock insulation spring upper portion steel plate, a shock insulation spring, a shock insulation spring lower portion steel plate, a rigid hanging rod, a damping pendulum box body, a mass block, damping particles, a vertical steel partition plate, a damping hole, a damping hole plate, a transverse steel partition plate, a pendulum hinge and tuning liquid. All of members and the mass block inside the damping pendulum box body serve as horizontal direction turning mass to perform shock absorption and energy dissipation. All of member under a vertical shock-absorption spring serve as vertical direction, swing direction and reversing direction turning mass to perform shock absorption and energy dissipation, and accordingly shock absorption and energy dissipation functions of the damping pendulum in all directions are finally achieved. The damping pendulum has the advantages of having a multi-dimensional shock-absorption function, simple in manufacture, flexible and convenient to arrange and the like.
Owner:BEIJING UNIV OF TECH

Drum-type omni-directional turned mass damper

InactiveCN101672074BRealize the function of omnidirectional shock absorptionImprove vibration control effectShock proofingSteel ballOmni directional
The invention relates to a drum-type omni-directional turned mass damper, belonging to the technical field of vibration resistance and absorption in structural engineering, and comprising a top cover, an outer-wall sleeve connected with the top cover, a sleeve-type structure arranged inside the outer-wall sleeve, an internal horizontal baffle and an external horizontal baffle. The sleeve-type structure comprises an inner-ring core cylinder, an outer-ring core cylinder, a steel ball holder and a steel ball, wherein the inner-ring core cylinder is arranged in the outer-ring core cylinder, the outer surface of the inner-ring core cylinder is fixed with the steel ball holder that is internally equipped with the steel ball. A viscous damper is connected between the outer-ring core cylinder andthe outer-wall sleeve, the lower end faces of the inner-ring core cylinder and the outer-ring core cylinder are both connected with the internal horizontal baffle via a universal rolling spherical hinge, and a spring is connected between the internal horizontal baffle and the external horizontal baffle which is further fixedly connected with a substructure. The damper can be operable for turning energy consumption and vibration damping in all directions of the structure, namely, two horizontal directions, vertical direction, and two directions of reversing and swinging.
Owner:BEIJING UNIV OF TECH

Mass particle-tuning type round-bottom all-direction quake damper

InactiveCN103255850BRealize the function of omnidirectional shock absorptionImprove vibration control effectShock proofingSnubberMulti dimensional
The invention discloses a mass particle-tuning type round-bottom all-direction quake damper and belongs to the technical field of quake resistance and damping of structural engineering. The mass particle-tuning type round-bottom all-direction quake damper comprises a particle damping box, damping particles, limit springs, vertical isolation springs, a viscous-elastic material, a steel-mixed support, a first spherical steel plate, a second spherical steel plate, wheels and retaining plates. The particle damping box and the damping particles above the wheels in the damper are used for horizontal tuning to damp and dissipate energy. All parts above the vertical isolation springs are used as vertical and swing-direction mass tuning to damp and dissipate energy, and the viscous-elastic material, the lead and steel mixed support and the arc-shaped steel plates form a rotating system which can be used as torsion-direction mass tuning to damp and dissipate energy. Accordingly, damping and energy dissipation can be realized by the damper in all directions. The damper has the advantages of multi-dimensional quake damping, simplicity in manufacturing, convenience and flexibility in arrangement and the like. Under the action of earthquake, the damper can realize energy dissipation and damping in various horizontal, vertical and horizontal torsion directions.
Owner:BEIJING UNIV OF TECH

Acceleration feedback vibration control method for flexible structure of spacecraft

ActiveCN113849007ASolve the problem of declining control effectAvoid error accumulationMechanical oscillations controlLoop controlVibration control
The invention discloses an acceleration feedback vibration control method for a flexible structure of a spacecraft. The method comprises the steps of obtaining a kinetic equation and a transfer function of the structure according to simulation modeling analysis or a structure test, then designing a controller based on acceleration feedback, introducing a second-order system compensator and a first-order system compensator, and configuring a damping parameter zetaf and a frequency parameter omegaf of the compensators, and finally, configuring feedback gains alpha and beta of the controller, and controlling output to add variables of the two compensators and perform negative feedback. Acceleration is used as a feedback physical quantity, so that error accumulation is avoided; a second-order system compensator is introduced, compensator variables are directly used as negative feedback, and the problem of high-frequency control overflow is solved through the low-pass filtering characteristic of the second-order system compensator; a first-order system compensator is added, and by configuring gain parameters of the two compensators, the problem that the control effect of a closed-loop control system is reduced due to time lag is solved, and the vibration control capability of the system is improved.
Owner:BEIJING INST OF SPACECRAFT SYST ENG

A vibration control damper with a multifunctional expandable module

The invention relates to a vibration control damper of a multifunctional expandable module, comprising a fixed hanging beam, a rigid connection frame, a mass block, a hanging rope and a multifunctional damping base. The suspension rope is connected to the bottom of the rigid connection frame, the mass block is located inside the space area enclosed by the rigid connection frame, and the top of the rigid connection frame is connected to the bottom of the mass block through the suspension rope. The multifunctional damping base includes a drive mechanism and a guide rail plate , the guide rail plate is connected with the bottom of the mass block, and the driving mechanism is connected with the guide rail plate and drives the guide rail plate to drive the mass block to move back and forth. The rigid connection frame of the vibration control damper shares a mass block with the multifunctional damping base, which reduces the vertical space occupied by the vibration control damper. The rigid connection frame and the mass block form the upper multi-pendulum vibration controller, and the multi-functional damping base and the mass block form the lower multi-functional vibration controller. The combination of the two can adapt to various high-rise building environments and improve the vibration control effect and reliability.
Owner:HARBIN INST OF TECH SHENZHEN GRADUATE SCHOOL

An acceleration feedback vibration control method for spacecraft flexible structures

ActiveCN113849007BSolve the problem of declining control effectAvoid error accumulationMechanical oscillations controlLoop controlVibration control
The invention discloses an acceleration feedback vibration control method for a flexible structure of a spacecraft. First, the dynamic equation and transfer function of the structure are obtained according to simulation modeling analysis or structural test testing; then a controller based on acceleration feedback is designed to introduce A second-order system compensator and a first-order system compensator, and configure the compensator damping parameter ζ f and the frequency parameter ω f ; Finally, configure the feedback gains α and β of the controller, and the control output is the addition of the variables of the two compensators and negative feedback. The invention uses the acceleration as the feedback physical quantity to avoid the accumulation of errors; introduces a second-order system compensator, directly uses the compensator variable as negative feedback, and overcomes the high-frequency control overflow problem through its low-pass filtering characteristics; adds a first-order system compensator , By configuring two compensator gain parameters, it solves the problem that the control effect of the closed-loop control system decreases due to the existence of time delay, and improves the vibration control ability of the system.
Owner:BEIJING INST OF SPACECRAFT SYST ENG

Vibration intelligent control parameter optimization method and system for piezoelectric laminated beam

The invention discloses a vibration intelligent control parameter optimization method and system for a piezoelectric laminated beam, and the method comprises the following steps: S1, uniformly pasting piezoelectric ceramic pieces on the upper and lower surfaces of a piezoelectric laminated beam plate, analyzing a unit mass matrix and a stiffness matrix of the beam plate through a finite element method, and building a beam plate electromechanical coupling model; s2, analyzing the dynamic characteristics of a piezoelectric laminated beam plate according to the electromechanical coupling model of the beam plate, and optimizing a piezoelectric actuator through an improved particle swarm algorithm to control the vibration parameters of the corresponding beam plate; and S3, establishing a hysteresis model through a hysteresis compensation algorithm based on the optimization parameters of the piezoelectric actuator, optimizing the vibration parameters of the piezoelectric actuator, determining the position vector of the piezoelectric actuator, preventing the control overflow of an active controller, improving the vibration control effect, and realizing the linearization of actual input and actual output. The system compensation error can be accurately described, and the control precision in the active control system is improved.
Owner:LANZHOU INST OF TECH

Device, method and system for controlling vibration of arm rest and engineering machine with arm rest

ActiveCN103089913BAccurately reflect the vibration situationReduce biasVibration suppression adjustmentsVibration controlControl signal
The invention discloses a method, a device and a system for controlling vibration of an arm rest and an engineering machine with the arm rest. The method for controlling the vibration of the arm rest comprises the following steps of: receiving arm section state signals for representing the states of at least one section of arm rest in real time; extracting corresponding dynamic property parameters from a dynamic property parameter database (128) in which dynamic property parameters of the arm sections are stored according to the received arm section state signals; calculating to obtain arm section control parameters according to the arm section state signals and the extracted dynamic property parameters; and outputting arm section control signals of at least one section of arm section according to the arm section control parameters. By the provided method for controlling the vibration, one or more arm sections of the arm rest can be monitored in real time, and the arm section control parameters can be calculated according to the arm section state signals and the extracted dynamic property parameters to generate the arm section control signals of one or more arm sections, so that the vibration of the whole arm rest can be controlled accurately.
Owner:ZOOMLION HEAVY IND CO LTD

Built-in micro-particle type tuning and friction energy dissipation damper

InactiveCN101597925BIncrease tuning qualityImprove vibration control effectShock proofingEngineeringSnubber
The invention relates to a built-in micro-particle type tuning and friction energy dissipation damper, belonging to the field of structural engineering earthquake proofing and damping and wind resistance technology, and comprising that: a box body connected with a building structure floor member or a beam column member, damping particles placed in the box body, an internal clapboard and a connecting member of the box body; the damping particles are evenly stacked in a space formed by the box body, the internal clapboard and the connecting member in appropriate volume according to actual conditions; under the action of wind or earthquake, the whole box body can tune the natural vibration characteristic of the structure, and multidimensional vibration, friction and collision can fully occurbetween each damping particle as well as between the damping particles and the internal clapboard. The built-in micro-particle type tuning and friction energy dissipation damper of the invention has simple construction, convenient installation and adjustment, agile reaction and functions of multidimensional tuning damping and friction and collision damping, and can effectively reduce the reactionof the original structure under the dynamic action of wind or / and earthquake and the destructiveness of the original structure.
Owner:BEIJING UNIV OF TECH
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