Building wind tunnel hybrid simulation test method, device, equipment and storage medium

Abstract

The invention provides a building wind tunnel hybrid simulation test method, device and equipment and a storage medium, and the method comprises the steps: generating wind flow through a wind tunnel device, applying the wind flow to a reduced scale mast model, measuring the interaction force of the bottom of the reduced scale mast model, and transmitting the interaction force to terminal equipment; based on the interaction force and a numerical value substructure formed by the main body part of the reduced scale mast model, calculating a target command through terminal equipment, performing time delay compensation on the target command to obtain a compensation digital signal, and transmitting the compensation digital signal to the real-time mixed environment; the compensation digital signal is converted into an analog signal in the real-time mixed environment, and the analog signal is transmitted to a vibration table controller; converting the analog signal into a driving digital signal through a vibration table controller, transmitting the driving digital signal to a hybrid model vibration table, and receiving displacement feedback to adjust operation, so that the test substructures perform interactive motion; and in the interactive motion process, a response solution algorithm is used for calculating controlled motion state characteristics.

Description

Technical Field

[0001] The present invention relates to the technical field of building simulation tests, and in particular, to a building wind tunnel hybrid simulation test method, device, equipment and storage medium. Background Art

[0002] The real-time model hybrid model is a test method that combines physical tests with numerical simulations. It is difficult to construct a pure physical experiment for super high-rise buildings with large heights or complex shapes, and it can effectively reduce the analysis scale and improve the test efficiency.

[0003] In the related art, currently, when conducting real-time hybrid model tests on super high-rise buildings, only the simplified parts of the structure are tested or numerically simulated to replace the mechanical responses of the entire structure under various load conditions and the performance of the entire structure. However, the lack of the structure in a complex structure system may lead to an inability to better grasp the overall working state, resulting in inaccurate test results. In addition, when calculating the motion state characteristics, the direct measurement method is often used, but high-frequency noise may be misidentified as a real acceleration signal, and other methods such as finite differences can only provide rough estimates.

[0004] Based on the analysis of the development status of this technical field, the existing technology lacks a solution that constructs a scaled-down mast model including a complex structure as a test sub-structure, only selects the key main part as a numerical sub-structure to participate in the simulation equivalent calculation, and uses a dynamics derivation algorithm to calculate the motion state characteristics. Summary of the Invention

[0005] The purpose of the present invention is to provide a building wind tunnel hybrid simulation test method, device, equipment and storage medium, aiming to solve the above problems in the existing technology.

[0006] According to the first aspect of the embodiment of the present invention, a building wind tunnel hybrid simulation test method is provided. The test sub-structure in the method includes a wind tunnel device, a scaled-down mast model and a hybrid model shaking table, and the method includes:

[0007] Generate flowing wind through the wind tunnel device and apply it to the scaled-down mast model, measure the interaction force at the bottom of the scaled-down mast model, and send the interaction force to the terminal device;

[0008] Based on the interaction force and the numerical sub-structure formed by the main part of the scaled-down mast model, calculate the target command for control through the terminal device, perform time-delay compensation on the target command to obtain a compensated digital signal, and transmit the compensated digital signal to the real-time hybrid environment;

[0009] Convert the compensated digital signal into an analog signal in the real-time hybrid environment, and transmit the analog signal to the shaking table controller;

[0010] The analog signal is converted into a driving digital signal by the shaker controller, and the driving digital signal is transmitted to the hybrid model shaker and the displacement feedback is received to adjust the operation, so that the test substructure performs interactive motion;

[0011] During the interactive motion, the response solution algorithm is used to calculate the motion state characteristics of the control.

[0012] According to the second aspect of the embodiments of the present invention, a building wind tunnel hybrid simulation test device is provided, including:

[0013] A test substructure, including a wind tunnel device, a scaled-down mast model and a hybrid model shaker, wherein the wind tunnel device is used to generate flowing wind and apply it to the scaled-down mast model;

[0014] A measurement and transmission module, which is used to measure the interaction force at the bottom of the scaled-down mast model and send the interaction force to the terminal device;

[0015] A terminal device, which is used to calculate the target command for control based on the interaction force and the numerical substructure formed by the main part of the scaled-down mast model, perform time-delay compensation on the target command to obtain a compensated digital signal, and transmit the compensated digital signal to the real-time hybrid environment;

[0016] A hybrid simulation module, which is used to convert the compensated digital signal into an analog signal in the real-time hybrid environment and transmit the analog signal to the shaker controller;

[0017] A shaker controller, which is used to convert the analog signal into a driving digital signal, transmit the driving digital signal to the hybrid model shaker and receive the displacement feedback to adjust the operation, so that the test substructure performs interactive motion;

[0018] A calculation module, which is used to calculate the motion state characteristics of the control using the response solution algorithm during the interactive motion.

[0019] According to the third aspect of the embodiments of the present invention, an electronic device is provided, including: a memory, a processor, and a computer program stored on the memory and executable on the processor. When the computer program is executed by the processor, the steps of the building wind tunnel hybrid simulation test method provided in the first aspect of the present disclosure are implemented.

[0020] According to the fourth aspect of the embodiments of the present invention, a computer-readable storage medium is provided, on which an implementation program for information transmission is stored. When the program is executed by the processor, the steps of the building wind tunnel hybrid simulation test method provided in the first aspect of the present disclosure are implemented.

[0021] The technical solutions provided by the embodiments of the present invention have the following beneficial effects: Using the entire scaled mast model as the test substructure to fully present the overall structure and conform to the actual situation; only selecting the key main part as the numerical substructure to participate in the calculation to reduce the calculation burden, and more comprehensively simulating the real-time response under the wind load condition through the real-time collaborative interaction process; using the response solution algorithm derived based on the dynamic principle to calculate the motion state characteristics in real time, effectively dealing with the non-linear dynamics problem in the building test simulation scenario, and improving the calculation accuracy while conforming to the theoretical practice.

[0022] It should be understood that the above general description and the following detailed description are only exemplary and explanatory, and cannot limit the present disclosure. Brief Description of the Drawings

[0023] In order to more clearly illustrate the technical solutions in one or more embodiments of this specification or the prior art, the following will briefly introduce the drawings required for the description of the embodiments or the prior art. Obviously, the drawings in the following description are only some embodiments recorded in this specification. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0024] Figure 1 is the flowchart of the building wind tunnel hybrid simulation test method according to the embodiments of the present invention;

[0025] Figure 2 is the schematic diagram of the simulation overall architecture according to the embodiments of the present invention;

[0026] Figure 3 is the schematic diagram of the response calculation at the key main part according to the embodiments of the present invention;

[0027] Figure 4 is the schematic diagram of the building wind tunnel hybrid simulation test device according to the embodiments of the present invention;

[0028] Figure 5 is the schematic diagram of the electronic device according to the embodiments of the present invention. Detailed Embodiments

[0029] In order to enable those skilled in the art to better understand the technical solutions in one or more embodiments of this specification, the following will clearly and completely describe the technical solutions in one or more embodiments of this specification with reference to the drawings in one or more embodiments of this specification. Obviously, the described embodiments are only some embodiments of this specification, rather than all embodiments. Based on one or more embodiments of this specification, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of this document.

[0030] Method Embodiment

[0031] According to an embodiment of the present invention, a method for hybrid simulation test of a building wind tunnel is provided. In the method, the test sub-structure includes a wind tunnel device, a scaled-down mast model, and a hybrid model shaking table. Figure 1 It is a flowchart of the method for hybrid simulation test of a building wind tunnel according to an embodiment of the present invention. As Figure 1 shown, the method for hybrid simulation test of a building wind tunnel according to an embodiment of the present invention specifically includes:

[0032] In step S110, the flowing wind is generated by the wind tunnel device and applied to the scaled-down mast model, the interaction force at the bottom of the scaled-down mast model is measured, and the interaction force is sent to the terminal device, which specifically includes:

[0033] At the start of the test, the wind tunnel device in the test sub-structure is used to simulate wind loads. In the field, if it is necessary to simulate other complex construction stage conditions such as earthquakes, the wind tunnel device used for the test is replaced with other test devices, which does not affect the scope disclosed by the present invention;

[0034] The scaled-down mast model retains the overall structure of the building, presents the key parts of the complex structure in a physical model, and comprehensively and realistically simulates the characteristics of high-rise buildings;

[0035] Obtain the shear force measuring device at the bottom of the scaled-down mast model, and measure the shear force at the bottom of the scaled-down mast model as the interaction force through the shear force measuring device.

[0036] In step S120, based on the interaction force and the numerical sub-structure formed by the main part of the scaled-down mast model, the target command for control is calculated by the terminal device, the time delay compensation is performed on the target command to obtain the compensated digital signal, and the compensated digital signal is transmitted to the real-time hybrid environment, which specifically includes:

[0037] The digital sub-structure adopts high-precision analog equivalence. In the embodiment of the present invention, the key vibrating layer is the 69th floor, corresponding to the 44th node of the numerical sub-structure;

[0038] Calculate the target command d for control through the Matlab program or Simulink program in the terminal device c , and in the embodiment of the present invention, the terminal device is a personal computer;

[0039] The specific meaning of the target command is related to the quantity that the control system needs to control, including but not limited to displacement, velocity, acceleration, etc. In the hybrid simulation test scenario, due to the existence of links such as actuators, signal transmission, and calculation, the system may introduce time delay. This time delay will cause the dynamic response of the system to deteriorate and may even cause instability. Therefore, time delay compensation is required, and the compensation amount can be calculated by the Smith predictor or the feedforward compensation method to obtain the compensated digital signal.

[0040] In step S130, the compensated digital signal is converted into an analog signal in a real-time hybrid environment, and the analog signal is transmitted to the shaking table controller, which specifically includes:

[0041] In the embodiment of the present invention, the real-time hybrid environment uses dSPACE / NI. In the real-time hybrid environment, the compensation command d p The corresponding compensated digital signal is converted through D / A conversion to generate a corresponding analog signal.

[0042] In step S140, the analog signal is converted into a driving digital signal by the shaking table controller, and the driving digital signal is transmitted to the hybrid model shaking table and the displacement feedback is received to adjust the operation, so that the test sub-structure performs interactive motion, which specifically includes:

[0043] The analog signal is converted into a driving digital signal through the closed-loop control algorithm inside the shaking table controller. The internal A / D conversion in the closed-loop control algorithm generates a corresponding driving digital signal, and the driving digital signal is transmitted to the hybrid model shaking table;

[0044] The hybrid model shaking table receives the driving digital signal to start vibrating. After starting, the hybrid model shaking table generates displacement feedback, and the displacement feedback is transmitted to the shaking table controller, and the shaking of the hybrid model shaking table is adjusted through the shaking table controller;

[0045] In the embodiment of the present invention, the displacement feedback is compared with the target displacement to calculate the displacement error. According to the displacement error, PID control or fuzzy control method, etc. are used to generate a control signal to adjust the vibration of the hybrid model shaking table;

[0046] When the interactive motion starts, that is, the hybrid model shaking table and the scaled-down mast model move relative to each other.

[0047] In step S150, during the interactive motion, a response solution algorithm is used to calculate the motion state characteristics of the control, which specifically includes:

[0048] An external sensor is used to measure the total force of the scaled-down mast model during the interactive motion, which specifically includes:

[0049] The formula 1 is used to calculate the total force of the scaled-down mast model. Since the amplifier of the acceleration sensor uses a low-pass filter, the transfer function of the low-pass filter used by the amplifier in the external sensor needs to be represented by formula 2 in the calculation of the total force:

[0050] f = f left + f right - H(s)·a up - plate Formula 1;

[0051]

[0052] Among them, f represents the total acting force measured by the scaled mast model, and f left represents the bottom shear force of the left mast, and f right represents the bottom shear force of the right mast, H(s) represents the transfer function of the low-pass filter, and a up-plate represents the acceleration of the upper tabletop, s represents a complex number, a0, a1, and a2 represent the coefficients of the numerator polynomial of the transfer function, and b0, b1, and b2 represent the coefficients of the denominator polynomial of the transfer function.

[0053] Obtain the response solution algorithm that was previously derived based on the motion equation through the newmark-β algorithm. According to the relationship between the equivalent load matrix and the equivalent stiffness matrix in the response solution algorithm, solve for the displacement characteristics, and substitute the displacement characteristics into the acceleration expression in the response solution algorithm to solve for the acceleration characteristics. Specifically, it includes:

[0054] Use formula 3 to represent the motion equation of the numerical substructure:

[0055] Ma i+1 +Cv i+1 +Kd i+1 =Hf i+1 Formula 3;

[0056] Among them, M represents the mass matrix, C represents the damping matrix, K represents the stiffness matrix, and Hf i+1 represents the total acting force matrix, a i+1 represents the acceleration matrix at the (i + 1)th moment, v i+1 represents the velocity matrix at the (i + 1)th moment, d i+1 represents the displacement matrix at the (i + 1)th moment;

[0057] Use formula 4 to calculate the displacement characteristics, use formula 5 to represent the equivalent load matrix in the relationship, and use formula 6 to represent the equivalent stiffness matrix in the relationship:

[0058]

[0059] Among them, represents the equivalent stiffness matrix, represents the equivalent load matrix, γ represents the first adjustable parameter, β represents the second adjustable parameter, and Δt represents the time step;

[0060] Use formula 7 to calculate the acceleration characteristics:

[0061]

[0062] Take the calculated displacement characteristics at the (i + 1)th moment and the acceleration characteristics at the (i + 1)th moment as the motion state characteristics. The obtained motion state characteristics are the responses at the layer nodes of the key main part.

[0063] Formulas 3 to 7 describe the process of using the inference result, and the derivation process is briefly described as follows:

[0064] During the derivation process, the velocity and displacement are approximated by the Newmark-β hypothesis. By transposing and arranging, the acceleration expression as shown in Formula 7 is obtained. Substituting the acceleration and velocity expressions into the motion equation as shown in Formula 3 and arranging, the expression regarding the displacement characteristics is obtained, namely Formulas 4 to 6.

[0065] Except for the detailed technical means disclosed in the embodiments of the present invention, technical means not described in detail such as the calculation of target commands, signal conversion, closed-loop control algorithms, etc. all adopt the content disclosed in the field.

[0066] In combination with the following drawings, the above technical solutions of the embodiments of the present invention will be illustrated by examples.

[0067] Figure 2 is a schematic diagram of the simulated overall architecture of the embodiment of the present invention, as Figure 2 shown, which shows the complete architecture schematic of the building wind tunnel hybrid simulation test. The equipment used includes test substructures, personal computers, shaker controllers, etc. The response calculation is based on the data of the numerical substructure.

[0068] Figure 3 is a schematic diagram of the response calculation at the key main body of the embodiment of the present invention, as Figure 3 shown, which shows the complete process of calculating the motion state characteristics of the key layer after starting the interactive motion, mainly divided into two parts: total force calculation and response solution.

[0069] In summary, in view of the problems existing in the current situation, the building wind tunnel hybrid simulation test method of the present invention uses the entire scaled-down mast model as the test substructure to fully present the overall structure and fit the actual state; only selects the key main body part as the numerical substructure to participate in the calculation to reduce the calculation burden. Through the combination of the physical model and high-precision numerical simulation, the real-time collaborative interaction process more comprehensively simulates the real-time response under the wind load condition; the response solution algorithm derived based on the dynamic principle using the Newmark-β algorithm calculates the motion state characteristics in real time, fits the building test simulation scenario and effectively processes the nonlinear dynamics problem, improves the calculation accuracy while conforming to the theory and practice; the overall solution reduces the test cost and improves the test effect of the hybrid model in the construction field, and has great practicality and application prospects.

[0070] Device Embodiment

[0071] According to the embodiment of the present invention, a building wind tunnel hybrid simulation test device is provided. Figure 4It is a schematic diagram of the building wind tunnel hybrid simulation test device according to an embodiment of the present invention. As Figure 4 shown, the building wind tunnel hybrid simulation test device according to an embodiment of the present invention specifically includes:

[0072] A test sub-structure 40, including a wind tunnel device, a scaled-down mast model, and a hybrid model shaking table. Among them, the wind tunnel device is used to generate flowing wind and apply it to the scaled-down mast model;

[0073] A measurement and transmission module 42, which is used to measure the interaction force at the bottom of the scaled-down mast model and send the interaction force to the terminal device;

[0074] A terminal device 44, which is used to calculate a target command for control based on the numerical sub-structure formed by the interaction force and the main part of the scaled-down mast model, perform time-delay compensation on the target command to obtain a compensated digital signal, and transmit the compensated digital signal to the real-time hybrid environment;

[0075] A hybrid simulation module 46, which is used to convert the compensated digital signal into an analog signal in the real-time hybrid environment and transmit the analog signal to the shaking table controller;

[0076] A shaking table controller 48, which is used to convert the analog signal into a driving digital signal, transmit the driving digital signal to the hybrid model shaking table and receive displacement feedback to adjust the operation, so that the test sub-structure performs interactive motion;

[0077] A calculation module 410, which is used to calculate the motion state characteristics of control using a response solution algorithm during the interactive motion process.

[0078] To sum up, in view of the existing problems in the current situation, the building wind tunnel hybrid simulation test device of the present invention uses the entire scaled-down mast model as the test sub-structure to fully present the overall structure and fit the actual situation; only selects the key main part as the numerical sub-structure to participate in the calculation to reduce the calculation burden. Through the combination of the physical model and high-precision numerical simulation, the real-time collaborative interaction process more comprehensively simulates the real-time response under the wind load condition; based on the dynamic principle, the response solution algorithm derived by the newmark-β algorithm is used to calculate the motion state characteristics in real time, which fits the building test simulation scenario and effectively processes the nonlinear dynamics problem, improving the calculation accuracy while fitting the theory and practice; the overall solution reduces the test cost and improves the test effect of the hybrid model in the building field, and has great practicality and application prospects.

[0079] Embodiment of electronic device

[0080] Figure 5It is a schematic diagram of the electronic device according to an embodiment of the present invention. The electronic device 500 may include at least one processor 510 and a memory 520. The processor 510 may execute instructions stored in the memory 520. The processor 510 is communicatively connected to the memory 520 via a data bus. In addition to the memory 520, the processor 510 may also be communicatively connected to an input device 530, an output device 540, and a communication device 550 via the data bus.

[0081] The processor 510 may be any conventional processor, such as a commercially available CPU. The processor may also include, for example, a Graphic Process Unit (GPU), a Field Programmable Gate Array (FPGA), a System on Chip (SOC), an Application Specific Integrated Circuit (ASIC), or a combination thereof.

[0082] The memory 520 may be implemented by any type of volatile or non-volatile storage device or a combination thereof, such as Static Random Access Memory (SRAM), Electrically Erasable Programmable Read-Only Memory (EEPROM), Erasable Programmable Read-Only Memory (EPROM), Programmable Read-Only Memory (PROM), Read-Only Memory (ROM), magnetic memory, flash memory, a magnetic disk, or an optical disk.

[0083] In an embodiment of the present disclosure, executable instructions are stored in the memory 520, and the processor 510 may read the executable instructions from the memory 520 and execute the instructions to implement all or part of the steps of the building wind tunnel hybrid simulation test method in any of the above exemplary embodiments.

[0084] Embodiment of computer-readable storage medium

[0085] In addition to the above methods and devices, an exemplary embodiment of the present disclosure may also be a computer program product or a computer-readable storage medium storing the computer program product. The computer product includes computer program instructions, and the computer program instructions may be executed by a processor to implement all or part of the steps described in the building wind tunnel hybrid simulation test method in any of the above exemplary embodiments.

[0086] A computer program product may be written in any combination of one or more programming languages for executing the operations of the embodiments of the present application. The programming languages include object-oriented programming languages such as Java, C++, etc., and also include conventional procedural programming languages such as the "C" language or similar programming languages, as well as scripting languages (such as Python). The program code may be executed entirely on the user's computing device, partially on the user's device, executed as a stand-alone software package, partially on the user's computing device and partially on a remote computing device, or entirely on a remote computing device or server.

[0087] The computer-readable storage medium may adopt any combination of one or more readable media. The readable media may be a readable signal medium or a readable storage medium. The readable storage medium may include, for example, but is not limited to, electrical, magnetic, optical, electromagnetic, infrared, or semiconductor systems, devices, or components, or any combination of the above. More specific examples of the readable storage medium include: static random access memory (SRAM) electrically connected with one or more wires, electrically erasable programmable read-only memory (EEPROM), erasable programmable read-only memory (EPROM), programmable read-only memory (PROM), read-only memory (ROM), magnetic memory, flash memory, magnetic disks or optical discs, or any suitable combination of the above.

[0088] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that they can still modify the technical solutions described in the foregoing embodiments, or equivalently replace some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. A method for hybrid simulation test of building wind tunnel, characterized in that, In the method, the test sub-structure includes a wind tunnel device, a scaled-down mast model, and a hybrid model shaking table, and it includes: Generate flowing wind through the wind tunnel device and apply it to the scaled-down mast model, measure the interaction force at the bottom of the scaled-down mast model, and send the interaction force to the terminal device; Based on the interaction force and the numerical sub-structure formed by the main part of the scaled-down mast model, calculate the target command for control through the terminal device, perform time-delay compensation on the target command to obtain a compensated digital signal, and transmit the compensated digital signal to the real-time hybrid environment; Convert the compensated digital signal into an analog signal in the real-time hybrid environment and transmit the analog signal to the shaking table controller; Convert the analog signal into a drive digital signal through the shaking table controller, transmit the drive digital signal to the hybrid model shaking table, and receive displacement feedback to adjust the operation, so that the test sub-structure performs interactive motion; During the interactive motion process, use the response solution algorithm to calculate the motion state characteristics of the control.

2. The method according to claim 1, wherein The specific measurement of the interaction force at the bottom of the scaled-down mast model includes: Obtain the shear force measurement device at the bottom of the scaled-down mast model, and measure the shear force at the bottom of the scaled-down mast model through the shear force measurement device as the interaction force.

3. The method according to claim 1, wherein The specific calculation of the target command for control through the terminal device includes: Calculate the target command for control through the Matlab program or Simulink program in the terminal device.

4. The method according to claim 1, characterized in that The specific process of converting the analog signal into a drive digital signal through the shaking table controller, transmitting the drive digital signal to the hybrid model shaking table, and receiving displacement feedback to adjust the operation includes: Convert the analog signal into a drive digital signal through the closed-loop control algorithm inside the shaking table controller and transmit the drive digital signal to the hybrid model shaking table; The hybrid model shaking table receives the drive digital signal and starts to vibrate. After starting, the hybrid model shaking table generates displacement feedback and transmits the displacement feedback to the shaking table controller, and adjusts the vibration of the hybrid model shaking table through the shaking table controller.

5. The method according to claim 1, wherein The specific process of using the response solution algorithm to calculate the motion state characteristics of the control during the interactive motion process includes: Use an external sensor to measure the total force of the scaled-down mast model during the interactive motion process; Obtain the response solution algorithm previously derived based on the motion equation through the newmark-β algorithm. According to the relationship between the equivalent load matrix and the equivalent stiffness matrix in the response solution algorithm, solve the displacement characteristics, and substitute the displacement characteristics into the acceleration expression in the response solution algorithm to solve the acceleration characteristics.

6. The method according to claim 5, characterized in that, The specific process of using an external sensor to measure the total force of the scaled-down mast model during the interactive motion process includes: Calculate the total force of the scaled-down mast model using formula 1, and use formula 2 to represent the transfer function of the low-pass filter used by the amplifier in the external sensor: f = f left + f right -H(s)·a up -plate Formula 1; Among them, f represents the total force measured by the scaled mast model, f left represents the bottom shear force of the left mast, f right represents the bottom shear force of the right mast, H(s) represents the transfer function of the low-pass filter, a up-plate represents the upper table acceleration, s represents a complex number, a0, a1, a2 represent the coefficients of the numerator polynomial of the transfer function, and b0, b1, b2 represent the coefficients of the denominator polynomial of the transfer function.

7. The method according to claim 6, characterized in that, Solving the relationship between the equivalent load matrix and the equivalent stiffness matrix in the response solution algorithm, solving the displacement characteristics, and substituting the displacement characteristics into the acceleration expression in the response solution algorithm to solve the acceleration characteristics specifically include: Using Equation 3 to represent the motion equation of the numerical substructure: Ma i+1 + Cv i+1 + Kd i+1 = Hf i+1 Equation 3; where M represents the mass matrix, C represents the damping matrix, K represents the stiffness matrix, Hf i+1 represents the total force matrix, a i+1 represents the acceleration matrix at time i + 1, v i+1 represents the velocity matrix at time i + 1, d i+1 represents the displacement matrix at time i + 1; Using Equation 4 to calculate the displacement characteristics, using Equation 5 to represent the equivalent load matrix in the relationship, and using Equation 6 to represent the equivalent stiffness matrix in the relationship: Among them, represents the equivalent stiffness matrix, represents the equivalent load matrix, γ represents the first adjustable parameter, β represents the second adjustable parameter, and Δt represents the time step; Using Equation 7 to calculate the acceleration characteristics: Taking the calculated displacement characteristics and acceleration characteristics as the motion state characteristics.

8. An architectural wind tunnel hybrid simulation test device, characterized in that, Including: A test substructure, including a wind tunnel device, a scaled-down mast model, and a hybrid model shaking table, wherein the wind tunnel device is used to generate flowing wind and apply it to the scaled-down mast model; A measurement and transmission module, used to measure the interaction force at the bottom of the scaled-down mast model and send the interaction force to the terminal device; A terminal device, used to calculate a target command for control based on the interaction force and the numerical substructure formed by the main body part of the scaled-down mast model, perform time-delay compensation on the target command to obtain a compensated digital signal, and transmit the compensated digital signal to the real-time hybrid environment; A hybrid simulation module, used to convert the compensated digital signal into an analog signal in the real-time hybrid environment and transmit the analog signal to the shaking table controller; A shaking table controller, used to convert the analog signal into a driving digital signal, transmit the driving digital signal to the hybrid model shaking table, and receive displacement feedback to adjust the operation, so that the test substructure performs interactive motion; A calculation module, used to calculate the motion state characteristics of control using a response solution algorithm during the interactive motion process.

9. An electronic device, characterized in that, Including: A memory, a processor, and a computer program stored on the memory and executable on the processor, and when the computer program is executed by the processor, it implements the steps of the building wind tunnel hybrid simulation test method according to any one of claims 1 to 7.

10. A computer-readable storage medium, characterized in that, An information transfer implementation program is stored on the computer-readable storage medium, and when the program is executed by the processor, it implements the steps of the building wind tunnel hybrid simulation test method according to any one of claims 1 to 7.

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