CN108549229A - A kind of overhead crane neural network adaptive controller and its design method - Google Patents

A kind of overhead crane neural network adaptive controller and its design method Download PDF

Info

Publication number
CN108549229A
CN108549229A CN201810359871.0A CN201810359871A CN108549229A CN 108549229 A CN108549229 A CN 108549229A CN 201810359871 A CN201810359871 A CN 201810359871A CN 108549229 A CN108549229 A CN 108549229A
Authority
CN
China
Prior art keywords
neural network
overhead crane
load
adaptive controller
network adaptive
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810359871.0A
Other languages
Chinese (zh)
Inventor
黄金明
武玉强
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qufu Normal University
Original Assignee
Qufu Normal University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Qufu Normal University filed Critical Qufu Normal University
Priority to CN201810359871.0A priority Critical patent/CN108549229A/en
Publication of CN108549229A publication Critical patent/CN108549229A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G05CONTROLLING; REGULATING
    • G05BCONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
    • G05B13/00Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion
    • G05B13/02Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion electric
    • G05B13/04Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion electric involving the use of models or simulators
    • G05B13/042Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion electric involving the use of models or simulators in which a parameter or coefficient is automatically adjusted to optimise the performance

Landscapes

  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Artificial Intelligence (AREA)
  • Computer Vision & Pattern Recognition (AREA)
  • Evolutionary Computation (AREA)
  • Medical Informatics (AREA)
  • Software Systems (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Automation & Control Theory (AREA)
  • Control And Safety Of Cranes (AREA)

Abstract

The invention discloses a kind of overhead crane neural network adaptive controller and its design methods, establish the kinetic model of overhead crane, linearization process is carried out to the kinetic model of overhead crane, and introduce external interference factor compensation term d, obtain the linear model of overhead crane, it designs to obtain neural network adaptive controller, including trolley controller and load controller based on RBF neural.The present invention, which is positioned and loaded to the trolley of crane respectively using neural network adaptive approach, anti-sway devises bi-feedback adaptive controller, by self-learning method in crane modeling process model error and the non-linear partials such as external interference arbitrarily approached, to realize stability control.

Description

A kind of overhead crane neural network adaptive controller and its design method
Technical field
The present invention relates to a kind of overhead crane neural network adaptive controller and its design methods.
Background technology
Along with the fast development of China's transport service and intelligence manufacture industry, overhead crane (also known as bridge crane) is As key equipment indispensable in modern industry automated production, the floor space that has is small, convenient and efficient, cargo is removed Transport the features such as efficiency is higher and simple in structure so that will be used wider and wider for overhead crane is general.Currently, to meet global trade Easy integrated demand, overhead crane just towards the speed of service be getting faster with higher and higher two aspect development of hoisting depth, It is widely used in each department and the field of the national economic development such as harbour and construction site.
The controlling difficulties of overhead crane essentially consist in the operation location control of trolley and the swing of load inhibits control, existing Most of technology is positioned at the anti-swing control research of load, and there are many deficiencies for used method, such as input setting method The pivot angle of pendulum of disappearing changes greatly;Closed loop PID control method is poor to extraneous anti-interference ability;There are quiet for fuzzy self-adaption method Poor problem and operand is big, reaction speed is slow;There are many restrict conditions for other general approach mostly band, and practicability is not Foot;Portion of techniques uses neural network method, but is only limited to the load anti-swing control to crane.
Therefore, how to design a kind of can run location control and hunting of load to the trolley of overhead crane and inhibit control Controller is still technical problem to be solved.
Invention content
In order to overcome the above-mentioned deficiencies of the prior art, the present invention provides a kind of overhead crane Neural Network Adaptive Controls Device and its design method, the trolley of crane is positioned and is loaded respectively using neural network adaptive approach it is anti-sway devise it is double anti- Adaptive controller is presented, by self-learning method to the model error and the non-linear partials such as external interference in crane modeling process It is arbitrarily approached, to realize stability control.
The technical solution adopted in the present invention is:
A kind of overhead crane neural network adaptive controller, the neural network adaptive controller include trolley control Device and load controller, the trolley controller and load controller are respectively:
Wherein, u1And u2It inputs in order to control;M is trolley quality;M is load quality;G is acceleration of gravity;L is that lifting rope is long Degree;x3For state variable;x3=θ, θ are load pivot angle;E is error matrix;K gain matrixs in order to control;WithFor external disturbance To the influence factor d of trolley movement positioning1With the influence factor d of load pivot angle transformation2Estimation.
Further, describedWithExpression formula be respectively:
Wherein, h1(x) and h2(x) it is respectively radial base vector;WithRespectively ideal weights W1And W2Estimated value.
Further, the expression formula of described K, E are respectively:
K=[kp, kd]T
Wherein, kpFor ratio controlling elements;kdFor derivative control factors, e is error.
A kind of design method of overhead crane neural network adaptive controller, this method include:
(1) kinetic model of overhead crane is established;
(2) linearization process is carried out to the kinetic model of overhead crane, and introduces external interference factor compensation term d, obtained To the linear model of overhead crane;
(3) it designs to obtain neural network adaptive controller based on RBF neural, including trolley controller and load are controlled Device processed.
Further, the construction method of the kinetic model of the overhead crane is:
Assuming that during crane works, state vectorIt utilizes Lagrange equations obtain the kinetic model of overhead crane, and the kinetic model of overhead crane is:
Wherein, M and m indicates that the quality of trolley and load, l represent lifting rope length respectively, and u is inputted in order to control, and g adds for gravity Velocity constant, ω1(x, t) and ω2(x, t) indicates that external disturbance positions crane and the influence factor of hunting of load, x are respectively State variable,R indicates that trolley displacement, θ are load pivot angle;Indicate ginseng Number x1Second dervative,WithExpression parameter x3First derivative and second dervative,The second dervative of expression parameter l.
Further, the linear model of the overhead crane is:
Wherein,
In formula, d1And d2It is expressed as external interference factor, ω1And ω2Respectively indicate external disturbance to crane positioning and The influence factor of hunting of load;M is trolley quality;M is load quality;G is acceleration of gravity;L is lifting rope length.
Further, described the step of designing to obtain neural network adaptive controller based on RBF neural, includes:
To d in external interference factor compensation term d1And d2On-line Estimation is carried out respectively, obtains d1Estimated valued2Estimation Value
By d1Estimated valued2Estimated valueIt is input in RBF neural and carries out dynamic learning;
By the output of RBF neuralWithAnd it is respectively sent to trolley controller and load controller, obtain nerve Network self-adapting controller.
Further, d in the d to external interference factor compensation term1And d2The process of progress On-line Estimation is respectively:
Base Function and RBF neural ideal output function are respectively:
D (x)=WT/h(x)+ε.
Wherein, hjFor Base Function, d (x) indicates that neural network ideal output function, x and i are respectively RBF god Input value through network and input number, j are hidden layer node, and h is radial base vector, h=[h1,h2,…hn]T, cijFor nerve Network Basis Function Center point;bjFor Base Function variance;W is RBF neural ideal weights, and ε is approximate error and ε ≤εn
The input value of RBF neural is taken to beThe output d (x) of RBF neural is estimated, is obtained To estimated valueFor:
For the estimated value of ideal weights W.
Further, weights are selectedMore new law be:
Wherein, γ is normal number, and h is radial base vector, h=[h1,h2,…hn]T, matrix P is positive definite symmetric matrices and expires Sufficient Lyapunov equations:ΛTP+P Λ=- Q, whereinQ >=0,B is constant, kpFor than Example controlling elements;kdFor derivative control factors.
Further, the expression for overhead crane neural network adaptive controller being obtained in the step (3) is:
Wherein, u1And u2It inputs in order to control;M is trolley quality;M is load quality;G is acceleration of gravity;L is that lifting rope is long Degree;x3For state variable;x3=θ, θ are load pivot angle;E is error matrix;K gain matrixs in order to control;WithIt is disturbed for outside The dynamic influence d that trolley movement is positioned1With the influence d of load pivot angle transformation2Estimation.
Compared with prior art, the beneficial effects of the invention are as follows:
(1) present invention can carry out nonlinear compensation to the uncertain of overhead crane model, realize to overhead crane platform The swing inhibition control for being accurately positioned control and load of vehicle, the static difference phenomenon after no control, controller data operand is small, instead Answer speed fast, it can be to realizing stability contorting with the crane system under extraneous uncertain noises factor;
(2) present invention introduces RBF neural method to overhead crane in terms of locating and tracking and pivot angle inhibit two It realizes the nonlinear compensation based on the factors such as modeling error and external disturbance, devises overhead crane Neural Network Adaptive Control Device, and stability analysis has been carried out based on Lyapunov theories, it was demonstrated that the stability of closed-loop system, emulation experiment then demonstrate The feasibility and validity of this method.
Description of the drawings
The accompanying drawings which form a part of this application are used for providing further understanding of the present application, and the application's shows Meaning property embodiment and its explanation do not constitute the improper restriction to the application for explaining the application.
Fig. 1 is bridge type crane system model schematic;
Fig. 2 is neural network adaptive controller system block diagram;
Fig. 3 is the adaptive control laws tracking simulation result diagram of system position and speed;
Fig. 4 is that the control input of system approaches simulation result diagram with external disturbance;
Fig. 5 is that system load swing angle inhibits and pivot angle change rate simulation result diagram;
Fig. 6 is the control input simulation result diagram that system pivot angle inhibits.
Specific implementation mode
The invention will be further described with embodiment below in conjunction with the accompanying drawings.
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific implementation mode, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singulative It is also intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet Include " when, indicate existing characteristics, step, operation, device, component and/or combination thereof.
As background technology is introduced, exist in the prior art that operand is big, and reaction speed is slow, there are many constraint limits for band Condition processed lacks practicability, can only be to the deficiency of the load anti-swing control of crane, in order to solve technical problem as above, this Shen A kind of overhead crane neural network adaptive controller and its design method please be propose, neural network adaptive controller is answered For the control of overhead crane, by means of the None-linear approximation characteristic of neural network to the bridge type crane system with external disturbance Nonlinear characteristic compensate, devise neural network adaptive controller, and be according to establishing with practical hoisting device System model, Simulation results show that designed controller has applicable generality and practicability.
Due to the presence of various uncertain factors, the modeling of system is caused the actual operation of system can not possibly to be fully described State, be easy to causeing the theoretical simulation result of designed controller, there are larger differences with practical control result, give crane control System brings adverse effect, therefore is arbitrarily approached the non-linear partial of overhead crane by neural network method, and combines Self adaptive control puts control to realize the location control to crane and disappear, final to realize designed controller application in one In the model emulation of practical bridge type crane system 3DCrane, designed controller is verified by the simulation experiment result Validity.
1, problem describes
The composition of overhead crane includes trolley and load lift heavy two parts, and schematic diagram is as shown in Figure 1, wherein M and m difference The quality of trolley and load is represented, l (t) is lifting rope length, and r (t) is displacement of the trolley on the directions external traction force F, θ (t) To load pivot angle, d is external disturbance, and u is inputted in order to control.
It is in below trolley always assuming that crane loads during the work time and meets following two conditions:
(1) lifting rope is considered as rigid connection, and ignores its quality;
(2) lifting rope pulley radius is zero, and two-dimentional crane load pivot angle is
Enable parameter transformation:
Then state vectorR indicates that trolley displacement, θ are load pivot angle; The kinetic model that overhead crane is obtained using Lagrange equations is:
Wherein, M and m indicates that the quality of trolley and load, l represent lifting rope length respectively, and u is inputted in order to control, and g adds for gravity Velocity constant, ω1(x, t) and ω2(x, t) indicates that the external disturbances such as air drag, site wind and frictional force are fixed to crane respectively The influence factor of position and hunting of load, x is state variable;Expression parameter x1Second dervative,WithExpression parameter x3One Order derivative and second dervative,The second dervative of expression parameter l.
For ease of the design of nerve network controller, need the trolly cranes model progress linearization process of above-mentioned (1) obtaining letter Change model.Since peak acceleration is much smaller than acceleration of gravity to overhead crane in the process of running and lifting rope length is kept not substantially Become, therefore hasI=0;Have in the case where hunting of load is little | θ < < 1 |, therefore have Due to the approximation of trigonometric function, the high-order term in nonlinear system is ignored, and then when hunting of load is smaller, original is non-thread Sexual system can be reduced to following Linear system model:
Wherein,
In formula, d ∈ R4×1Can be air drag, site wind, frictional force and due to model line for external interference factor The influence that the various irresistible power such as the error that propertyization generates generate crane system;d1And d2Indicate external disturbance to platform respectively The influence factor of vehicle motion positions and load pivot angle transformation, ω1And ω2It indicates that external disturbance positions crane and loads respectively to put Dynamic influence factor;M is trolley quality;M is load quality;G is acceleration of gravity;L is lifting rope length.
Designed controller will utilize the approximation properties of RBF neural respectively to external disturbance to trolley movement below The influence d of positioning1With the influence d of load pivot angle transformation2It is approached and is estimated.
2, controller design
It is as follows using the design process of Gauss RBF neural controller to system (2):
It can be obtained by system (2)
Select control law for:
Wherein, u1And u2It inputs in order to control;M is trolley quality;M is load quality;G is acceleration of gravity;L is that lifting rope is long Degree;x3For state variable;x3=θ, θ are load pivot angle;E is error matrix,E is error;K gain squares in order to control Battle array, K=[kp, kd]T, kpFor ratio controlling elements;kdFor derivative control factors;WithIt is fixed to trolley movement for external disturbance The influence factor d of position1With the influence factor d of load pivot angle transformation2Estimation, approach the estimation of unknown function for RBF neural Value.
Wherein,WithExpression formula be respectively:
Wherein, h1(x) and h2(x) it is respectively radial base vector;WithRespectively ideal weights W1And W2Estimated value.
To d in compensation term d1And d2On-line Estimation is carried out respectively, is obtainedWithSpecific algorithm process be:
Base Function hjExpression formula with neural network ideal output function d (x) is:
D (x)=WTh(x)+ε.
Wherein, x and i is respectively the input value and input number of RBF neural, and j is hidden layer node, and h is radial base Vector, h=[h1,h2,…hn]T, cijFor Base Function central point;bjFor Base Function variance;W is RBF god Through network ideal weights, ε is approximate error and ε≤εn
The input value of RBF neural is taken to beThe output d (x) of RBF neural is estimated, is obtained To estimated valueFor:
RBF neural controller architecture figure for the estimated value of ideal weights W, the design is as shown in Figure 2.
It is h to take h (x)1(x),ForIt can obtainSimilarly, it is h to take h (x)2(x),ForIt can obtain
By control law (2), select right value update rule for:
Wherein, γ is normal number, and h is radial base vector, h=[h1,h2,…hn]T, matrix P is positive definite symmetric matrices and expires Sufficient Lyapunov equations:ΛTP+P Λ=- Q, whereinQ >=0,B is constant, kpFor than Example controlling elements;kdFor derivative control factors.
3, stability analysis
Consider following Nonlinear Second Order System
Wherein,For known nonlinear function,For unknown nonlinear function, g ∈ Rn,u∈RnRespectively it is System output and control input.
Without loss of generality, consider that control law (3), which is substituted into Nonlinear Second Order System (6), to be obtained:
It might as well set
Then formula (7) can be written as
Positioning optimal ideal weights expression formula is:
Defining approximate error is
Then expression formula (8) can be rewritten into
It can be obtained by formula (4)And it substitutes into (9) equation of closed-loop system can be obtained and be
Choosing Lyapunov candidate functions is
γ in formula is normal number, and P is that positive definite is poised for battle matrix and meets Lyapunov equations:
ΛTP+P Λ=- Q
Wherein,Q≥0.
It chooses respectivelyAnd it enables Then system closed loop equation (9) can be written as
Respectively to V1, V2Derivation then has
BecauseThe expression formula of M, which is brought into, to be obtained
And because
So having
Adaptive law (5) is substituted into formula (15) to obtain
BecauseSo as long as selected suitable RBF neural so that approximate error ω is sufficiently small It can ensure V≤0.
Assuming that crane loads during the work time is in below trolley and under meeting following two Conditions Conditions always, deposit It can ensure that incomplete under-actuated systems (1) realize load while tracing into desired trajectory in RBF adaptive controllers (3) Disappear pendulum control.
4, it emulates
In order to verify the validity of designed neural network adaptive controller, according to practical three-dimensional overhead crane platform Parameter, emulated using theoretical and numerical method, the feasibility of proposed control program can be verified from kinematics, Emulation environment used is MATLAB/Simulink2015B, and the parameter of 3DCrane crane platforms is shown in Table 1.
1 3DCrane overhead crane experiment porch parameter lists of table
The parameters such as trolley and lift heavy quality, lifting rope length and acceleration of gravity are respectively set as follows:
M=6.157kg, m=1kg, l=0.37m, g=9.8m/s2. (17)
Select document [A motion planning-based adaptive controlmethod for an Underactuated crane system] in the desired reference track that is positioned as trolley of S types track, expression formula is such as Under:
Wherein,The target location of ε=3.5, trolley is set as pdX=pr= 0.6m, set external interference signals are d1=sin (t).
The number of nodes of nerve network controller is N=2 × 5 × 1=10, is evenly distributed on [- 2 2] × [- 2 2] × [- 2 2] in the range of, width bi=0.2, initial weightSystem initial state X (0)=[0:052;0].Selected Control inputs
Selected adaptive law is
Wherein, γ=1200, kd=50, kp=30,
The simulation result of trolley position is as shown in Figures 3 and 4, and by scheming, 3 it can be seen that designed based on RBF neural Adaptive controller can complete the tracking to set objective, fast response time, to the tracking Approximation effect of S curve well Preferably.Control input as seen from Figure 4 can inhibit external factor d well1The influence that=sin (t) is brought, and RBF To the estimated value of external disturbancePreferable fitting is also achieved with external interference signals, illustrate the compensation of neural network and is approached Effect is all satisfactory.
The anti-sway simulation result of lift heavy in crane operational process is as it can be seen in figures 5 and 6, set external disturbance is d2= Sin (t), as seen from Figure 5, the change rate for loading pivot angle are controlled always in relatively low range, and are finally tended towards stability, Angular speed variation is more steady, and concussion is smaller, and Fig. 6 then shows that controlling input energy well approaches external interference, institute The adaptive control laws of use preferably inhibit the swing of load.
The present invention has studied the Stabilization of a kind of drive lacking overhead crane with exterior nonlinear disturbance, including positioning Tracking and pivot angle inhibit two aspects, introduce RBF neural method and are based on modeling error and outside to overhead crane realization The nonlinear compensation of the factors such as interference, devises neural network adaptive controller, and carried out surely based on Lyapunov theories Qualitative analysis, it was demonstrated that the stability of closed-loop system, emulation experiment then demonstrate the feasibility and validity of this method.
Above-mentioned, although the foregoing specific embodiments of the present invention is described with reference to the accompanying drawings, not protects model to the present invention The limitation enclosed, those skilled in the art should understand that, based on the technical solutions of the present invention, those skilled in the art are not Need to make the creative labor the various modifications or changes that can be made still within protection scope of the present invention.

Claims (10)

1. a kind of overhead crane neural network adaptive controller, characterized in that the neural network adaptive controller includes Trolley controller and load controller, the trolley controller and load controller are respectively:
Wherein, u1And u2It inputs in order to control;M is trolley quality;M is load quality;G is acceleration of gravity;L is lifting rope length;x3 For state variable;x3=θ, θ are load pivot angle;E is error matrix;K gain matrixs in order to control;WithIt is external disturbance to platform The influence factor d of vehicle motion positions1With the influence factor d of load pivot angle transformation2Estimation.
2. overhead crane neural network adaptive controller according to claim 1, characterized in that describedWithTable It is respectively up to formula:
Wherein, h1(x) and h2(x) it is respectively radial base vector;WithRespectively ideal weights W1And W2Estimated value.
3. overhead crane neural network adaptive controller according to claim 1, characterized in that the expression of described K, E Formula is respectively:
K=[kp, kd]T
Wherein, kpFor ratio controlling elements;kdFor derivative control factors, e is error.
4. a kind of design method of overhead crane neural network adaptive controller, characterized in that including:
(1) kinetic model of overhead crane is established;
(2) linearization process is carried out to the kinetic model of overhead crane, and introduces external interference factor compensation term d, obtain bridge The linear model of formula crane;
(3) it designs to obtain neural network adaptive controller based on RBF neural, including trolley controller and load control Device.
5. the design method of overhead crane neural network adaptive controller according to claim 4, characterized in that described The construction method of the kinetic model of overhead crane is:
Assuming that during crane works, state vectorIt utilizes Lagrange equations obtain the kinetic model of overhead crane, and the kinetic model of overhead crane is:
Wherein, M and m indicates that the quality of trolley and load, l represent lifting rope length respectively, and u is inputted in order to control, and g is acceleration of gravity Constant, ω1(x, t) and ω2(x, t) indicates external disturbance to the influence factor of crane positioning and hunting of load respectively, and x is state Variable,R indicates that trolley displacement, θ are load pivot angle;Expression parameter x1 Second dervative,WithExpression parameter x3First derivative and second dervative,The second dervative of expression parameter l.
6. the design method of overhead crane neural network adaptive controller according to claim 4, characterized in that described The linear model of overhead crane is:
Wherein,
In formula, d1And d2It is expressed as external interference factor, ω1And ω2Indicate that external disturbance is positioned and loaded to crane respectively The influence factor of swing;M is trolley quality;M is load quality;G is acceleration of gravity;L is lifting rope length.
7. the design method of overhead crane neural network adaptive controller according to claim 1, characterized in that described The step of designing to obtain neural network adaptive controller based on RBF neural include:
To d in external interference factor compensation term d1And d2On-line Estimation is carried out respectively, obtains d1Estimated valued2Estimated value
By d1Estimated valued2Estimated valueIt is input in RBF neural and carries out dynamic learning;
By the output of RBF neuralWithAnd it is respectively sent to trolley controller and load controller, obtain neural network Adaptive controller.
8. the design method of overhead crane neural network adaptive controller according to claim 1, characterized in that described To in external interference factor compensation term dWithThe process of progress On-line Estimation is respectively:
Base Function and RBF neural ideal output function are respectively:
D (x)=WTh(x)+ε.
Wherein, hjFor Base Function, d (x) indicates neural network ideal output function, and x and i are respectively RBF neural Input value and input number, j is hidden layer node, and h is radial base vector, h=[h1,h2,…hn]T, cijFor neural network base Function central point;bjFor Base Function variance;W is RBF neural ideal weights, and ε is approximate error and ε≤εn
The input value of RBF neural is taken to beThe output d (x) of RBF neural is estimated, is estimated EvaluationFor:
For the estimated value of ideal weights W.
9. the design method of overhead crane neural network adaptive controller according to claim 8, characterized in that selection WeightsMore new law be:
Wherein, γ is normal number, and h is radial base vector, h=[h1,h2,…hn]T, matrix P is positive definite symmetric matrices and satisfaction Lyapunov equations:ΛTP+P Λ=- Q, whereinQ >=0,B is constant, kpFor ratio Controlling elements;kdFor derivative control factors.
10. the design method of overhead crane neural network adaptive controller according to claim 1, characterized in that institute It states and obtains the expression of overhead crane neural network adaptive controller in step (3) and be:
Wherein, u1And u2It inputs in order to control;M is trolley quality;M is load quality;G is acceleration of gravity;L is lifting rope length;x3 For state variable;x3=θ, θ are load pivot angle;E is error matrix;K gain matrixs in order to control;WithIt is external disturbance to platform The influence d of vehicle motion positions1With the influence d of load pivot angle transformation2Estimation.
CN201810359871.0A 2018-04-20 2018-04-20 A kind of overhead crane neural network adaptive controller and its design method Pending CN108549229A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810359871.0A CN108549229A (en) 2018-04-20 2018-04-20 A kind of overhead crane neural network adaptive controller and its design method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810359871.0A CN108549229A (en) 2018-04-20 2018-04-20 A kind of overhead crane neural network adaptive controller and its design method

Publications (1)

Publication Number Publication Date
CN108549229A true CN108549229A (en) 2018-09-18

Family

ID=63511923

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810359871.0A Pending CN108549229A (en) 2018-04-20 2018-04-20 A kind of overhead crane neural network adaptive controller and its design method

Country Status (1)

Country Link
CN (1) CN108549229A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108792944A (en) * 2018-05-10 2018-11-13 武汉科技大学 A kind of analogy method of molten metal crane feedback of status-neural network anti-swing control
CN109975788A (en) * 2019-04-23 2019-07-05 中国科学技术大学 A kind of self-adaptation control method of laser radar scanning mechanism
CN110673471A (en) * 2019-09-05 2020-01-10 济南大学 Design method of adaptive controller for crane system, controller and system
CN111142384A (en) * 2019-12-31 2020-05-12 济南大学 Adaptive neural network tracking control method and system for two-stage pendulum tower crane
CN112506049A (en) * 2020-11-02 2021-03-16 江阴市智行工控科技有限公司 Anti-shaking positioning control method based on interference observer and generalized load position tracking
CN113110065A (en) * 2021-05-13 2021-07-13 曲阜师范大学 Reverse osmosis membrane group pressure optimization control method based on double RBF neural networks
CN113239484A (en) * 2021-04-28 2021-08-10 浙江工业大学 IGBO-based two-stage pendulum two-dimensional bridge crane RBF neural network modeling method
CN113281991A (en) * 2021-05-31 2021-08-20 上海应用技术大学 Bridge crane anti-swing control method based on equivalent input interference and repetitive control principle
CN114488801A (en) * 2022-01-18 2022-05-13 无锡安起科技有限公司 Bridge crane model prediction control method based on data driving
CN114890314A (en) * 2022-05-19 2022-08-12 南京工业大学 Fault-tolerant control method for double-pendulum tower crane with online track correction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105329777A (en) * 2015-12-03 2016-02-17 山东大学 Fuzzy control method for lifting bridge crane system with persistent disturbances
CN106044567A (en) * 2016-08-05 2016-10-26 山东大学 Partial saturation adaptive controller of bridge crane, control system and control method
CN106249602A (en) * 2016-09-30 2016-12-21 山东大学 Overhead crane finite time contrail tracker and method for designing thereof
CN106570562A (en) * 2016-11-14 2017-04-19 南京邮电大学 Adaptive-DE-algorithm-based fuzzy modeling method for bridge crane
US20170203437A1 (en) * 2011-06-02 2017-07-20 Brain Corporation Apparatus and methods for operating robotic devices using selective state space training

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20170203437A1 (en) * 2011-06-02 2017-07-20 Brain Corporation Apparatus and methods for operating robotic devices using selective state space training
CN105329777A (en) * 2015-12-03 2016-02-17 山东大学 Fuzzy control method for lifting bridge crane system with persistent disturbances
CN106044567A (en) * 2016-08-05 2016-10-26 山东大学 Partial saturation adaptive controller of bridge crane, control system and control method
CN106249602A (en) * 2016-09-30 2016-12-21 山东大学 Overhead crane finite time contrail tracker and method for designing thereof
CN106570562A (en) * 2016-11-14 2017-04-19 南京邮电大学 Adaptive-DE-algorithm-based fuzzy modeling method for bridge crane

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
黄金明: "几类非完整与欠驱动系统的控制研究", 《中国博士学位论文全文数据库 基础科学辑》 *

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108792944A (en) * 2018-05-10 2018-11-13 武汉科技大学 A kind of analogy method of molten metal crane feedback of status-neural network anti-swing control
CN109975788A (en) * 2019-04-23 2019-07-05 中国科学技术大学 A kind of self-adaptation control method of laser radar scanning mechanism
CN110673471B (en) * 2019-09-05 2022-04-12 济南大学 Design method of adaptive controller for crane system, controller and system
CN110673471A (en) * 2019-09-05 2020-01-10 济南大学 Design method of adaptive controller for crane system, controller and system
CN111142384A (en) * 2019-12-31 2020-05-12 济南大学 Adaptive neural network tracking control method and system for two-stage pendulum tower crane
CN111142384B (en) * 2019-12-31 2022-04-05 济南大学 Adaptive neural network tracking control method and system for two-stage pendulum tower crane
CN112506049A (en) * 2020-11-02 2021-03-16 江阴市智行工控科技有限公司 Anti-shaking positioning control method based on interference observer and generalized load position tracking
CN113239484A (en) * 2021-04-28 2021-08-10 浙江工业大学 IGBO-based two-stage pendulum two-dimensional bridge crane RBF neural network modeling method
CN113110065A (en) * 2021-05-13 2021-07-13 曲阜师范大学 Reverse osmosis membrane group pressure optimization control method based on double RBF neural networks
CN113110065B (en) * 2021-05-13 2023-08-01 曲阜师范大学 Reverse osmosis membrane group pressure optimal control method based on double RBF neural network
CN113281991A (en) * 2021-05-31 2021-08-20 上海应用技术大学 Bridge crane anti-swing control method based on equivalent input interference and repetitive control principle
CN114488801A (en) * 2022-01-18 2022-05-13 无锡安起科技有限公司 Bridge crane model prediction control method based on data driving
CN114488801B (en) * 2022-01-18 2023-12-22 无锡安起科技有限公司 Bridge crane model prediction control method based on data driving
CN114890314A (en) * 2022-05-19 2022-08-12 南京工业大学 Fault-tolerant control method for double-pendulum tower crane with online track correction

Similar Documents

Publication Publication Date Title
CN108549229A (en) A kind of overhead crane neural network adaptive controller and its design method
CN107765553B (en) Nonlinear control method for hanging transportation system of rotor unmanned aerial vehicle
CN106873624B (en) Four-rotor unmanned aerial vehicle suspension flight control method based on partial feedback linearization
WO2021196937A1 (en) Lqr-based anti-sway control method and system for lifting system
CN105329777B (en) Fuzzy control method for lifting bridge crane system with persistent disturbances
CN110937510B (en) Offshore crane stability control method and system with double-pendulum characteristic
CN108557664A (en) Bridge type crane system enhances coupling nonlinear PD types sliding mode controller and method
CN108508746B (en) Self-adaptive control method of four-rotor unmanned aerial vehicle hanging transportation system
CN109132860B (en) PD-SMC control method and system for three-dimensional bridge crane system with load swing suppression
CN106044567B (en) Overhead crane part saturation adaptive controller, control system and control method
CN113086844B (en) Variable-rope-length bridge crane anti-swing positioning control method based on second-order sliding mode disturbance observer
CN110673471B (en) Design method of adaptive controller for crane system, controller and system
Zhai et al. Observer-based adaptive fuzzy control of underactuated offshore cranes for cargo stabilization with respect to ship decks
Zhang et al. Adaptive tracking of double pendulum crane with payload hoisting/lowering
CN117886226B (en) Crane system nonlinear control method and system based on flat output
CN117105096B (en) Sliding mode control method suitable for rope-length-variable double-swing type ship crane
Ouyang et al. An LMI‐based simple robust control for load sway rejection of rotary cranes with double‐pendulum effect
CN112580196A (en) Generation method, control method and generation system of swing reducing controller of variable rope length unmanned aerial vehicle
Sun et al. Designing and application of fuzzy PID control for overhead crane systems
CN114840980A (en) Method for estimating pulling force of multi-unmanned helicopter cooperative carrying rope
CN113253747A (en) Nonlinear trajectory tracking control method for four-rotor suspended transportation system based on segmented energy
Peng et al. Robust attitude control of a 3-DOF helicopter considering communication delays
Chai et al. Design of crane anti-swing controller based on differential flat and linear active disturbance rejection control
Liu Research on anti-swing of bridge crane based on fuzzy self-adaptive PID controller
CN113126502B (en) Control method and control system of under-actuated crane system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20180918