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106 results about "Damping matrix" patented technology

In applied mathematics, a damping matrix is a matrix corresponding to any of certain systems of linear ordinary differential equations. A damping matrix is defined as follows. If the system has n degrees of freedom uₙ and is under application of m damping forces. Each force can be expressed as follows: fDᵢ=cᵢ₁u₁+cᵢ₂u₂+⋯+cᵢₙuₙ=∑ⱼ₌₁ⁿcᵢ,ⱼuⱼ It yields in matrix form; FD=CU where C is the damping matrix composed by the damping coefficients: C=(cᵢ,ⱼ)₁≤ᵢ≤ₙ,₁≤ⱼ≤ₘ

Impedance control method for flexibility joint mechanical arm based on connection and damping configuration

The invention provides an impedance control method for a flexibility joint mechanical arm based on a connection and damping configuration, and belongs to the technical field of robot controlling. The problem in a traditional mechanical arm control method that during the flexibility joint mechanical arm control process, due to the fact that the residual oscillation is large, the aim of stable control cannot be achieved is solved. The technical points are that according to a CAD three-dimensional model, a kinetic parameter and a kinematic parameter of the flexibility joint mechanical arm are obtained; according to the parameter identification, a key parameter of a flexibility joint is obtained; a kinetic equation of the flexibility joint mechanical arm is established; a gravity compensation algorithm and an external force compensation algorithm based on the motor position are established; a gravity compensation value and an external force compensation value of the mechanical arm are calculated and obtained; a minimum Hamiltonian function value on the expectation balance position of motor position information is calculated and obtained; an expectation connection matrix and a damping matrix in the impedance control are calculated; an impedance control rule of the flexibility joint based on the connection matrix and the damping matrix are obtained. The impedance control method for the flexibility joint mechanical arm based on the connection and the damping configuration can be used for controlling service robots, medical robots and space robots.
Owner:HARBIN INST OF TECH

Nonlinear dynamics analysis method for rotor-bearing system

The invention provides a rotor-rotor. The nonlinear dynamics analysis method for the bearing system comprises the following steps: inputting calculation parameters; Calculating a system overall mass matrix, a rigidity matrix, a damping matrix and a gyroscopic effect matrix; Calculating unbalanced excitation of the rotor; Calculating the thickness of the bearing oil film at the t moment; And calculating the bearing oil film pressure at the t moment. Judging whether the oil film pressure meets a convergence condition or not; Calculating a bearing friction force and an end leakage flow at a t moment; Calculating the effective temperature and effective viscosity of the lubricating oil at the t moment; And calculating the oil film bearing capacity at the t moment. Newmark-based And algorithm: calculating the vibration response of the rotor system at the t + t moment. And whether the break + t moment reaches a time upper limit is determined. According to the method, the bearing nonlinear oilfilm force solving process based on the finite difference method is embedded into calculation of the rotor vibration response, and influence factors such as lubricating oil rheological properties andbearing bush surface elastic deformation are considered when the oil film force is solved, so that the response calculation is more accurate.
Owner:HARBIN ENG UNIV

Method for determining critical rotating speed of wet rotor of multistage centrifugal pump

ActiveCN103632006AThe critical speed meets theSolve the problem of determining the critical speedSpecial data processing applicationsComputer scienceDamping matrix
The invention provides a method for determining the critical rotating speed of a wet rotor of a multistage centrifugal pump. According to the method, an automatic node division module, a model creating module and a model calculation module are mainly utilized for determining the critical rotating speed, and the data processing is carried out among the modules in a sequence sequentially from the automatic node division module, the model creating module and the model calculation module. Firstly, the automatic node division module creates a geometrical model of a wet rotor system on the basis of an engineering drawing, and in addition, the automatic division of modes is carried out; secondly, the model creating module is utilized for inputting physical parameters of parts such as rotating shafts, impellers, bearings and sealing clearances, and a total mass matrix [M], a total rigidity matrix [K], a total damping matrix [C] and an overall calculation model of a multistage centrifugal pump shaft system are built; finally, the model calculation module is utilized for solving the overall calculation model of the multistage centrifugal pump shaft system, a Campbell chart is drawn, and the required first n step of critical rotating speed is obtained. The method has the advantages that the operation is simple, the engineering applicability is wide, the critical rotating speed of the wet rotor of the multistage centrifugal pump can be calculated under the condition of different structures, the engineering design and the application of the rotor of the multistage centrifugal pump are guided, the design period is shortened, and the production efficiency of the rotor of the multistage centrifugal pump is improved.
Owner:CHINA HUANQIU CONTRACTING & ENG CO LTD +1

Deep-water pier seismic response evaluation method taking water-pier coupling effect into consideration

Disclosed is a deep-water pier seismic response evaluation method taking water-pier coupling effect into consideration. In the deep-water pier kinetic equation: P=-(M(1)ug(t)+M(2)us(t)), which takes water-pier coupling effect into consideration the M, the K and the C refer to quality matrix, rigidity matrix and damping matrix in the structure respectively, the ug(t) is the seismic oscillation acceleration time interval, the us (t) is the relative-movement displacement time interval of a pier, the u's (t) is the relative-movement speed time interval of the pier, the us(t) is the relative-movement acceleration time interval of the pier, the (M(1)) and the (M(2)) are the rigid-body associated mass matrix and the flexible associated mass matrix under water, and the P is the seismic oscillation water pressure load stressed on the pier. The deep-water pier seismic response evaluation method can be used for anti-seismic design and bearing force evaluation of a deep-water bridge structure under the action of earthquakes. Seismic response analysis of the pier of the deep-water bridge in finite element software can be conveniently performed, the factors, such as nonlinearity, interaction of soil-structural power and the like in materials can be considered during analysis, and the deep-water pier seismic response evaluation method is high in computing efficiency as compared with fluid-solid coupled numerical software and further provides the theoretical basis for the anti-seismic design of the deep-water bridge.
Owner:TIANJIN UNIV

Flow-induced vibration calculation method for nuclear reactor steam generator

The invention discloses a flow-induced vibration calculation method for a nuclear reactor steam generator, and the method comprises the following steps: 1, building a steam generator heat transfer tube wet modal analysis model, carrying out the wet modal analysis, and extracting a mass matrix [M], a rigidity matrix [K] and a damping matrix [C] of a heat transfer tube; 2, writing a Newmark-beta method for solving a transient kinetic equation and a dynamic grid model into a user-defined function file; 3, establishing fluid dynamic calculation models of primary and secondary side fluid domains inside and outside the heat transfer tube, and carrying out first time step iterative calculation; 4, calling and executing the user-defined function file in the step 2, updating the fluid domain grid,and performing iterative computation of the next time step on the fluid domain after the grid is updated; and 5, circularly executing the step 4 until the set calculation termination time is calculated, and stopping the calculation. The flow-induced vibration characteristics of the nuclear reactor steam generator are obtained through calculation, and the method has important significance in designand safety analysis of the nuclear reactor steam generator.
Owner:XI AN JIAOTONG UNIV

Buck-Boost converter variable damping passive control method based on port controlled dissipation Hamiltonian model

The invention discloses a Buck-Boost converter variable damping passive control method based on a port controlled dissipation Hamiltonian model. The method comprises the following steps of 1, according to the system state averaging model and the state variables of a Buck-Boost converter, converting the system state averaging model of the Buck-Boost converter into a port controlled dissipation Hamiltonian model form, and verifying the passivity of the port controlled dissipation Hamiltonian model form; 2, according to the port controlled dissipation Hamiltonian model of the Buck-Boost converterand an interconnection and damping distribution passive control method, giving an expected interconnection and damping matrix and carrying out passive controller design; 3, designing a second-order differential tracker according to the influence of the damping coefficient change of the given damping matrix on the system performance, and realizing the real-time change of the injection damping; 4,designing a variable-damping passive controller according to the passive controller and the second-order differential tracker, and controlling the output voltage of the Buck-Boost converter. Accordingto the invention, by means of the control method, the output voltage of the Buck-Boost converter can be quickly converged to the expected output voltage. The steady-state error of the output voltageis reduced, and the overall performance of the system is improved.
Owner:ZHEJIANG UNIV OF TECH

Grid-connected wind farm passivity-based control method

The invention discloses a grid-connected wind farm passivity-based control method. The method comprises the steps of 1) building a mathematic model of a current converter of a VSC-HVDC system in an a-b-c three-phase static coordinate system, and through part conversion, obtaining a mathematic model in a d-q synchronous rotation coordinate system; 2) according to a standard form of a PCHD model, building a PCHD model of the VSC-HVDC system, and verifying the passivity of the VSC-HVDC system based on the PCHD model; 3) for the PCHD model of the current converter in the VSC-HVDC system, configuring a desired interconnection and damping matrix according to an IDA-PB control principle, and designing an IDA-PB controller of the current converter in the VSC-HVDC system; and 4) when large disturbance occurs or parameters are inaccurate, generating steady state errors, eliminating the steady state errors by adopting an integrator through utilizing an integral stabilization theorem based on theIDA-PB controller, and keeping global stability of the system. An integral stabilization link is added in the exponentially stable IDA-PB controller. A Lyapunov function is built from a dissipation characteristic of a system energy function; a physical meaning is definite; and an ideal controller can be obtained.
Owner:NANJING UNIV OF SCI & TECH

A fully explicit dynamic time-history analysis method for large-scale building structures

ActiveCN109460622AStrong Numerical Dissipative PropertiesShield high frequency responseGeometric CADDesign optimisation/simulationEngineeringAnalysis method
The invention relates to a numerical simulation method for dynamic analysis of a large-scale building structure, in particular to a fully explicit method without diagonalization of a damping matrix, with a certain method damping, with a large stable step size, with a third-order accuracy and self-starting. The steps are as follows: Firstly, the large-scale building structure is discretized by spatial finite element method, and the equations of motion of the discrete system are derived; 2, selecte an analysis step length according to that short period of the system; 3, calculate that displacement ui and the velocity vi at the time ti on the i-th time step step by step; Fourth, calculate the displacement with high order accuracy shown in the description, Speed shown in the descriptio, and calculate acceleration shown in the descriptio; Compared with the common explicit dynamic analysis methods such as the central difference method, It is suitable for off-diagonal damping matrix and non-linear damping system, can restrain false high frequency mode, has long stability interval, high precision and fast convergence, self-starting and other characteristics, and the operation steps are simple, easy to implement, and has strong engineering application value.
Owner:INST OF ENG MECHANICS CHINA EARTHQUAKE ADMINISTRATION

Exponential convergence control method for global stability of voltage source converter based high-voltage direct-current (VSC-HVDC) system

The invention discloses an exponential convergence control method for the global stability of a voltage source converter based high-voltage direct-current (VSC-HVDC) system, comprising the following steps: (1) obtaining a PCHD model of a VSC-HVDC system; (2) presetting an energy function of the VSC-HVDC system, and changing the original energy function of the system according to a preset interconnection matrix Jd and a damping matrix Ra(x) to obtain a new PCHD model when the VSC-HVDC system is passive; (3) selecting a steady-state equilibrium point needed by the VSC-HVDC system, constructing a needed closed-loop storage function Hd(x), and enabling the closed-loop storage function Hd(x) to meet the conditions of an IDA-PB theorem; and (4) obtaining an exponential stability IDA-PB controller of the VSC-HVDC system, and controlling the VSC-HVDC system according to the exponential stability IDAPB controller. By adopting the method, the VSC-HVDC system is enabled to have good steady-state and transient property when the system is under large disturbance or system parameters cannot be accurately predicted, and the global asymptotic stability is maintained.
Owner:CHINA EPRI ELECTRIC POWER ENG CO LTD +1

Highway random traffic flow wind-vehicle-bridge coupling computation method

InactiveCN105389458AAccurate analysisAnalysis and accurate calculationSpecial data processing applicationsVehicle dynamicsSimulation
The invention belongs to the technical field of construction and traffic bridges, and more particularly relates to a highway random traffic flow wind-vehicle-bridge coupling computation method. According to the method, traffic load of a typical road section is investigated by use of a traffic information acquisition system and dynamic bearing equipment; vehicle models in practical traffic load are classified according to an investigation result, a dynamic analysis model of each vehicle model is established, and motion equations of different vehicle models are deduced by use of different principles, so that a mass, rigidity and damping matrix is formed; a geometrical and mechanic coupling relation between the vehicle and the bridge system is established according to different beam unit analysis models, a vehicle bridge coupling random vibration analysis system is created, so that programmed vehicle bridge coupling computation is realized; and according to investigation of practical traffic load, a vehicle dynamic analysis model of each typical vehicle is established so as to form a complete analysis model bank, and the motion equation of each type of vehicle is established, so that vehicle bridge system dynamic response is computed and analyzed precisely.
Owner:CHANGAN UNIV

Open trench vibration isolation design method based on quantitative analysis

The invention discloses an open trench vibration isolation design method based on quantitative analysis. The method includes the steps that 1, a finite element calculation model related to the foundation is established; 2, foundation soil dynamic material parameters and a dynamic load time travel curve are determined; 3, a dynamic finite element basic equation is established, vibration isolation trenches with different depths are set on the finite element calculation model, the finite element calculation model is analyzed, and the dynamic finite element basic equation is solved by utilizing the dynamic material parameters and dynamic load of foundation soil to obtain mass matrixes, damping matrixes, stiffness matrixes and nodal load vectors of all node units of the finite element calculation model; 4, transient analysis is conducted to acquire a post-trenching surface vertical velocity response value; 5, according to the post-trenching surface vertical velocity response value, a post-trenching vibration velocity maximum value and distance relation curve of the vibration isolation trenches with different depths is obtained by fitting, and the range of a velocity response enhancementzone and a building and vibration isolation trench distance corresponding to an expected vibration isolation effect of the vibration isolation trenches in later engineering construction of the reinforcement zone are obtained through the curve.
Owner:CHANGAN UNIV
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