A traffic tunnel load determination method and device based on vibration measurement

Abstract

The application discloses a kind of traffic tunnel load determination method and device based on vibration measurement, which comprises the following steps: first, determine vibration measurement point and vibration measurement parameter according to the type of traffic tunnel;Then, vibration measurement is carried out on the traffic tunnel according to the vibration measurement point and vibration measurement parameter, and vibration measurement data is obtained;Finally, determine the load of the traffic tunnel based on the vibration measurement data;Realize accurately determining the load of different types of traffic tunnel, the load of traffic tunnel can be determined by the method based on vibration measurement in the application, which can make up for the shortcomings of traditional theoretical calculation method, improve the accuracy and reliability of load determination. This method can be widely used in the design, evaluation and monitoring of traffic tunnel, and provides technical support for ensuring the safe operation and sustainable development of tunnel structure, which has important significance for the research and practical application in the field of traffic tunnel.

Description

Technical Field

[0001] This invention belongs to the field of traffic tunnel technology, specifically relating to a method and apparatus for determining the load of a traffic tunnel based on vibration measurements. Background Technology

[0002] Traffic tunnel load is one of the important factors in determining the safe operation of traffic tunnels. Current traffic load specifications can be used to predict traffic load, but due to the assumptions and simplifications in existing specifications, there are certain differences between the results and the actual situation. Moreover, existing methods for calculating traffic tunnel load have defects such as large errors or computational complexity. For example, the method of determining traffic tunnel load through vehicle-induced vibration sources is difficult to accurately simulate the vibration characteristics of traffic tunnels and thus determine the traffic tunnel load because various factors such as the type of vehicles in the traffic tunnel will affect the vibration characteristics of the vehicle-induced vibration sources.

[0003] Therefore, accurately determining the load on a traffic tunnel is a technical problem that needs to be solved by those skilled in the art. Summary of the Invention

[0004] The purpose of this invention is to solve the technical problem that existing technologies cannot accurately determine the load on traffic tunnels.

[0005] To achieve the above-mentioned technical objectives, on the one hand, the present invention provides a method for determining the load of a traffic tunnel based on vibration measurements, the method comprising:

[0006] The vibration measurement points and parameters are determined based on the type of traffic tunnel.

[0007] Vibration measurements were performed on the traffic tunnel based on the vibration measurement points and vibration measurement parameters, and vibration measurement data were obtained.

[0008] The load on the traffic tunnel is determined based on the measured vibration data.

[0009] Furthermore, the types of traffic tunnels include highway tunnels and subway tunnels, and the measured vibration parameter is the vibration test time.

[0010] Furthermore, the method includes:

[0011] If the traffic tunnel is a highway tunnel, then the vibration measurement points include the internal cross passage of the highway tunnel, one shoulder of the cross passage and the other shoulder of the cross passage during the nighttime off-peak period, the daytime off-peak period, the daytime peak period, and the nighttime off-peak period.

[0012] If the traffic tunnel is a subway tunnel, then the vibration measurement points include the subway station platform, concourse, and ground level during nighttime off-peak hours, daytime off-peak hours, daytime peak hours, and nighttime off-peak hours.

[0013] Furthermore, determining the load of the traffic tunnel based on the measured vibration data specifically includes:

[0014] Based on the vibration measurement data, a first vibration measurement point that meets the preset conditions is determined;

[0015] The load on the traffic tunnel is determined based on the maximum and effective values ​​of vibration acceleration at the first vibration measurement point.

[0016] Furthermore, the preset conditions specifically include the maximum vibration acceleration value being the largest among all vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration value being the largest among all effective vibration acceleration values ​​corresponding to all vibration measurement points.

[0017] Furthermore, if the traffic tunnel is a highway tunnel, then the maximum vibration acceleration is the largest among the maximum vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration value is the largest among the effective vibration acceleration values ​​corresponding to all vibration measurement points, specifically determined by the following formula:

[0018]

[0019]

[0020] In the formula, max(a m1 ) represents the maximum vibration acceleration at the first measured vibration point in the highway tunnel, max(a r1 () represents the maximum effective value of the vibration acceleration corresponding to the first vibration measurement point in the highway tunnel. These represent the maximum vibration acceleration values ​​during the nighttime low-peak period, daytime low-peak period, daytime peak period, and nighttime peak period, respectively. The values ​​represent the effective values ​​of vibration acceleration during the nighttime low-peak period, daytime low-peak period, daytime peak period, and nighttime peak period, respectively.

[0021] Furthermore, if the traffic tunnel is a subway tunnel, then the maximum vibration acceleration is the largest among the maximum vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration value is the largest among the effective vibration acceleration values ​​corresponding to all vibration measurement points, specifically determined by the following formula:

[0022]

[0023]

[0024] In the formula, max(a m2 ) represents the maximum vibration acceleration at the first measured vibration point in the subway tunnel, max(a r2() represents the maximum effective value of the vibration acceleration corresponding to the first vibration measurement point in the subway tunnel. These represent the maximum vibration acceleration values ​​at the subway platform level, the subway tunnel beneath the platform level, and the ground level, respectively. These represent the effective values ​​of vibration acceleration in the subway tunnels below the platform level, the platform level, and the ground level, respectively.

[0025] On the other hand, the present invention also provides a device for determining the load of a traffic tunnel based on vibration measurements, the device comprising:

[0026] The first determining module is used to determine the vibration measurement points and vibration measurement parameters according to the type of traffic tunnel.

[0027] The data module is used to perform vibration measurements on the traffic tunnel based on the vibration measurement points and vibration measurement parameters and obtain vibration measurement data.

[0028] The second determining module is used to determine the load of the traffic tunnel based on the measured vibration data.

[0029] This invention provides a method and apparatus for determining the load of a traffic tunnel based on vibration measurements. Compared with the prior art, this method first determines the vibration measurement points and vibration measurement parameters according to the type of the traffic tunnel; then, it performs vibration measurements on the traffic tunnel based on the vibration measurement points and vibration measurement parameters to obtain vibration measurement data; finally, it determines the load of the traffic tunnel based on the vibration measurement data; thus achieving accurate determination of the load of different types of traffic tunnels. Attached Figure Description

[0030] To more clearly illustrate the technical solutions in the embodiments or prior art of this specification, the drawings used in the description of the embodiments or prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this specification. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0031] Figure 1 The diagram shown is a flowchart illustrating the method for determining the load of a traffic tunnel based on vibration measurements, as provided in the embodiments of this specification.

[0032] Figure 2 The diagram shown is a structural schematic of the traffic tunnel load determination device based on vibration measurement provided in the embodiments of this specification.

[0033] Figure 3 The diagram shown is a schematic diagram of the arrangement of measuring points in the cross passage inside a highway tunnel in an embodiment of this specification.

[0034] Figure 4The diagram shown is a schematic diagram of the arrangement of measuring points on one side of the cross passage inside the highway tunnel in an embodiment of this specification.

[0035] Figure 5 The diagram shown is a schematic diagram of the arrangement of measuring points on the other side of the cross passage inside the highway tunnel in an embodiment of this specification. Detailed Implementation

[0036] To enable those skilled in the art to better understand the technical solutions in this specification, the technical solutions in the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. Based on the embodiments in this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0037] like Figure 1 The diagram illustrates a flow chart of the method for determining the load of a traffic tunnel based on vibration measurements, as provided in the embodiments of this specification. While this specification provides the method operation steps or device structure shown in the embodiments or accompanying drawings, based on conventional methods or without creative effort, the method or device may include more or fewer operation steps or module units after partial merging. In steps or structures where there is no logically necessary causal relationship, the execution order of these steps or the module structure of the device are not limited to the execution order or module structure shown in the embodiments or accompanying drawings of this specification. When the method or module structure is applied in actual devices, servers, or terminal products, it can be executed sequentially or in parallel according to the method or module structure shown in the embodiments or accompanying drawings (e.g., in a parallel processor or multi-threaded processing environment, or even in a distributed processing or server cluster implementation environment).

[0038] The method for determining traffic tunnel loads based on vibration measurements provided in this embodiment can be applied to terminal devices such as client and server devices. Figure 1 As shown, the method specifically includes the following steps:

[0039] Step S101: Determine the vibration measurement points and vibration measurement parameters according to the type of traffic tunnel.

[0040] Specifically, the types of traffic tunnels include highway tunnels and subway tunnels. The vibration measurement parameters are the vibration test time. If the traffic tunnel is a highway tunnel, the vibration measurement points include the internal cross passages, the west shoulder of the cross passages, and the east shoulder of the cross passages during the nighttime off-peak period, the daytime off-peak period, the daytime peak period, and the nighttime off-peak period. If the traffic tunnel is a subway tunnel, the vibration measurement points include the subway station platform level, concourse level, and ground level during the nighttime off-peak period, the daytime off-peak period, the daytime peak period, and the nighttime off-peak period.

[0041] Specifically, to ensure the safety of the testing personnel, vibration measurement points for highway tunnels are arranged at the tunnel's internal cross passage, one shoulder of the cross passage, and the other shoulder of the cross passage. The measurement points in the internal cross passage are arranged from one boundary of the cross passage to the other boundary, such as... Figure 3 The diagram shows the layout of measuring points inside the cross passage of a highway tunnel. The distance between measuring point H1 and measuring point H2 on one side boundary of the cross passage is denoted as s0. The measuring points on the shoulder of the cross passage are arranged starting from the boundary of the cross passage as shown below. Figure 4 The diagram shows the layout of measuring points on one side of a cross passage inside a highway tunnel. Measuring points J1 and JN on one shoulder of the cross passage are placed at measuring points s1 and s2, respectively, at a distance of H1 from the cross passage boundary. Measuring points on the other shoulder of the cross passage are arranged starting from the other side boundary as shown below. Figure 5 The diagram shows the arrangement of measuring points on the other side of the cross passage inside a highway tunnel. By arranging measuring points inside the cross passage, on one shoulder of the cross passage, and on the other shoulder of the cross passage, the characteristics of vehicle-induced vibration sources in highway tunnels in different areas, as well as the characteristics of vehicle-induced vibrations in highway tunnels during off-peak hours at night, off-peak hours during the day, peak hours during the day, and peak hours at night, were determined.

[0042] The subway station consists of three levels from bottom to top: platform level, concourse level, and ground level. 2N, N, and N measuring points were deployed at the platform level, concourse level, and ground level, respectively, to collect vibration data in both vertical and horizontal directions. The measuring points at the platform level were positioned on both sides of the platform, outside the yellow line near the approaching train. The measuring points at the concourse and ground levels were aligned as much as possible with the centers of the two measuring points at the platform level. Through field measurements at these measuring points, the characteristics of vehicle-induced vibration sources in the subway tunnel under different depth conditions, as well as the vibration distribution characteristics along the height of vehicle-induced vibrations in the subway tunnel, were determined.

[0043] Step S102: Perform vibration measurements on the traffic tunnel based on the vibration measurement points and vibration measurement parameters, and obtain vibration measurement data.

[0044] Specifically, after determining the vibration measurement points and vibration measurement time, data sampling is performed using continuous sampling mode at a sampling rate of f. s The number of samples is n, and the channel sensitivity of both the 991B and 941B pickups is set to 0.3. The filter cutoff frequency is f. j The resampling frequency f c Half of it.

[0045] Vibration measurements were conducted on a two-way six-lane highway tunnel and a two-way eight-lane highway tunnel, and the measuring points were arranged according to the measuring point layout plan.

[0046] Step S103: Determine the load of the traffic tunnel based on the measured vibration data.

[0047] In this embodiment of the application, determining the load of the traffic tunnel based on the measured vibration data specifically includes:

[0048] Based on the vibration measurement data, a first vibration measurement point that meets the preset conditions is determined;

[0049] The load on the traffic tunnel is determined based on the maximum and effective values ​​of vibration acceleration at the first vibration measurement point. Specifically, the preset conditions include the maximum vibration acceleration being the largest among all the maximum vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration being the largest among all the effective vibration acceleration values ​​corresponding to all vibration measurement points.

[0050] Specifically, if the maximum value and the effective value appear at the same measuring point, the acceleration time history of that measuring point is selected as the load excitation; if the maximum value and the effective value do not appear at the same measuring point, the measuring point with the largest effective acceleration value is first determined, and the acceleration time history of that measuring point is selected as the load excitation, and that measuring point is taken as the first vibration measurement point; in this way, the load excitation during the nighttime off-peak period is determined by comprehensively considering the maximum value and the effective value of the acceleration time history. By comparing the load excitation of the four different working conditions of the nighttime off-peak period, the daytime off-peak period, the daytime peak period, and the nighttime peak period, the first vibration measurement point that meets the preset conditions is determined. These preset conditions are also the most unfavorable working conditions. Using the load determined by the most unfavorable working conditions can ensure that the load is representative. In this application, the load of the traffic tunnel is the acceleration time history.

[0051] If the traffic tunnel is a highway tunnel, then the maximum vibration acceleration is the largest among the maximum vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration value is the largest among the effective vibration acceleration values ​​corresponding to all vibration measurement points. Specifically, it is determined using the following formula:

[0052]

[0053]

[0054] In the formula, max(a m1 ) represents the maximum vibration acceleration at the first measured vibration point in the highway tunnel, max(a r1 () represents the maximum effective value of the vibration acceleration corresponding to the first vibration measurement point in the highway tunnel. These represent the maximum vibration acceleration values ​​during the nighttime low-peak period, daytime low-peak period, daytime peak period, and nighttime peak period, respectively. The values ​​represent the effective values ​​of vibration acceleration during the nighttime low-peak period, daytime low-peak period, daytime peak period, and nighttime peak period, respectively.

[0055] If the traffic tunnel is a subway tunnel, then the maximum vibration acceleration is the largest among the maximum vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration value is the largest among the effective vibration acceleration values ​​corresponding to all vibration measurement points. Specifically, it is determined using the following formula:

[0056]

[0057]

[0058] In the formula, max(a m2 ) represents the maximum vibration acceleration at the first measured vibration point in the subway tunnel, max(a r2 () represents the maximum effective value of the vibration acceleration corresponding to the first vibration measurement point in the subway tunnel. These represent the maximum vibration acceleration values ​​at the subway platform level, the subway tunnel beneath the platform level, and the ground level, respectively. These represent the effective values ​​of vibration acceleration in the subway tunnels below the platform level, the platform level, and the ground level, respectively.

[0059] In determining the load on a traffic tunnel, this application uses the maximum vibration acceleration (a) as a visual indicator to assess the magnitude of vibration. max for:

[0060] a max =max{a n}

[0061] In the formula, a n It is a discrete vibration acceleration sequence.

[0062] However, there may be instantaneous excitation from external disturbances, leading to a sudden increase. This paper also uses the effective value of acceleration to supplement the shortcomings of using the maximum vibration acceleration to judge the magnitude of the vibration response. The effective value of acceleration a in a traffic tunnel is... rms for:

[0063]

[0064] In the formula, N is the discrete vibration acceleration sequence a n The length.

[0065] For discrete vibration acceleration sequence a n Power spectral analysis (PSD) was performed, and the ω corresponding to the maximum spectral value was selected as the main frequency of the vibration spectrum.

[0066] After determining the main frequencies mentioned above, the time history of the vibration response can be obtained when performing finite element analysis using the above load, i.e., acceleration time history. The vibration response can also obtain a main frequency through power spectrum analysis. The load excitation and vibration response can be compared from the perspectives of time history and frequency.

[0067] Based on the above-described method for determining traffic tunnel loads based on vibration measurements, this specification provides one or more embodiments of a platform or terminal for determining traffic tunnel loads based on vibration measurements. This platform or terminal may include devices, software, modules, plug-ins, servers, clients, etc., using the methods described in the embodiments of this specification, combined with necessary hardware implementation. Based on the same innovative concept, the systems in one or more embodiments provided in this specification are as described in the following embodiments. Since the implementation schemes and methods for solving the system problem are similar, the specific system implementations in the embodiments of this specification can refer to the implementation of the aforementioned methods. Repeated descriptions will not be repeated. The terms "unit" or "module" used below can refer to a combination of software and / or hardware that achieves a predetermined function. Although the systems described in the following embodiments are preferably implemented in software, hardware implementations, and a combination of software and hardware, are also possible and contemplated.

[0068] Specifically, Figure 2 This is a schematic diagram of the module structure of one embodiment of the traffic tunnel load determination device based on vibration measurement provided in this specification, as shown below. Figure 2 As shown, the traffic tunnel load determination device based on vibration measurement provided in this specification includes:

[0069] The first determining module 201 is used to determine the vibration measurement points and vibration measurement parameters according to the type of traffic tunnel;

[0070] Data module 202 is used to perform vibration measurements on the traffic tunnel based on the vibration measurement points and vibration measurement parameters and obtain vibration measurement data.

[0071] The second determining module 203 is used to determine the load of the traffic tunnel based on the measured vibration data.

[0072] It should be noted that the system described above may include other implementation methods based on the description of the corresponding method embodiments. The specific implementation methods can be referred to the description of the corresponding method embodiments above, and will not be elaborated here.

[0073] This application also provides an electronic device, including:

[0074] processor;

[0075] Memory used to store the processor's executable instructions;

[0076] The processor is configured to perform the methods provided in the embodiments described above.

[0077] The electronic device provided in this application embodiment stores executable instructions of the processor in a memory. When the processor executes the executable instructions, it can first determine the vibration measurement points and vibration measurement parameters according to the type of traffic tunnel; then, it performs vibration measurement on the traffic tunnel according to the vibration measurement points and vibration measurement parameters and obtains vibration measurement data; finally, it determines the load of the traffic tunnel based on the vibration measurement data; thus accurately determining the load of different types of traffic tunnels.

[0078] The foregoing has described specific embodiments of this specification. Other embodiments are within the scope of the appended claims. In some cases, the actions or steps recited in the claims may be performed in a different order than that shown in the embodiments and may still achieve the desired result. Furthermore, the processes depicted in the drawings do not necessarily require the specific or sequential order shown to achieve the desired result. In some embodiments, multitasking and parallel processing are possible or may be advantageous.

[0079] The methods or apparatus described in the embodiments provided in this specification can implement business logic through a computer program and record it on a storage medium. The storage medium can be read and executed by a computer to achieve the effects of the solutions described in the embodiments of this specification, such as:

[0080] The vibration measurement points and parameters are determined based on the type of traffic tunnel.

[0081] Vibration measurements were performed on the traffic tunnel based on the vibration measurement points and vibration measurement parameters, and vibration measurement data were obtained.

[0082] The load on the traffic tunnel is determined based on the measured vibration data.

[0083] The storage medium can include physical devices for storing information, typically digitizing the information and then storing it using electrical, magnetic, or optical methods. The storage medium can include: devices that store information using electrical energy, such as various types of memory, like RAM and ROM; devices that store information using magnetic energy, such as hard disks, floppy disks, magnetic tapes, magnetic core memory, bubble memory, and USB flash drives; and devices that store information using optical methods, such as CDs or DVDs. Of course, there are other readable storage media, such as quantum memories and graphene memories.

[0084] The embodiments in this specification are not limited to conforming to industry communication standards, standard computer resource data update and data storage rules, or the situations described in one or more embodiments of this specification. Slightly modified implementations based on certain industry standards or custom methods or embodiments can also achieve the same, equivalent, or similar, or predictable, implementation effects as described above. Embodiments that utilize these modified or modified methods for data acquisition, storage, judgment, and processing still fall within the scope of optional implementations of the embodiments in this specification.

[0085] The controller can be implemented in any suitable manner. For example, it can take the form of a microprocessor or processor and a computer-readable medium storing computer-readable program code (e.g., software or firmware) executable by the (micro)processor, logic gates, switches, application-specific integrated circuits (ASICs), programmable logic controllers, and embedded microcontrollers. Examples of controllers include, but are not limited to, the following microcontrollers: ARC 625D, Atmel AT91SAM, Microchip PIC18F26K20, and Silicon Labs C8051F320. A memory controller can also be implemented as part of the control logic of the memory. Those skilled in the art will also recognize that, in addition to implementing the controller in purely computer-readable program code form, the same functionality can be achieved by logically programming the method steps to make the controller take the form of logic gates, switches, ASICs, programmable logic controllers, and embedded microcontrollers. Therefore, such a controller can be considered a hardware component, and the means included therein for implementing various functions can also be considered as structures within the hardware component. Alternatively, the means for implementing various functions can be considered as both software modules implementing the method and structures within the hardware component.

[0086] The device embodiments described above are merely illustrative. For example, the division of units is only a logical functional division, and in actual implementation, there may be other division methods. For example, multiple units or plug-ins may be combined or integrated into another system, or some features may be ignored or not executed. Furthermore, the coupling or direct coupling or communication connection shown or discussed may be through some interfaces, indirect coupling or communication connection between devices or units, and may be electrical, mechanical, or other forms.

[0087] These computer program instructions can also be loaded onto a computer or other programmable resource data updating device, causing a series of operational steps to be performed on the computer or other programmable device to produce a computer-implemented process, thereby providing instructions that execute on the computer or other programmable device for implementing the process. Figure 1 One or more processes and / or boxes Figure 1 The steps of the function specified in one or more boxes.

[0088] The various embodiments in this specification are described in a progressive manner. Similar or identical parts between embodiments can be referred to mutually. Each embodiment focuses on describing the differences from other embodiments. In particular, system embodiments are basically similar to method embodiments, so the description is relatively simple; relevant parts can be referred to the descriptions in the method embodiments. In the description of this specification, the terms "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., refer to specific features, structures, materials, or characteristics described in connection with that embodiment or example, which are included in at least one embodiment or example of this specification. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described can be combined in a suitable manner in any one or more embodiments or examples. Moreover, without contradiction, those skilled in the art can combine and integrate the different embodiments or examples described in this specification and the features of different embodiments or examples.

[0089] Those skilled in the art will recognize that the embodiments described herein are intended to help the reader understand the principles of the invention, and should be understood that the scope of protection of the invention is not limited to such specific statements and embodiments. Those skilled in the art can make various other specific modifications and combinations based on the technical teachings disclosed in this invention without departing from the spirit of the invention, and these modifications and combinations are still within the scope of protection of this invention.

Claims

1. A method for determining the load of a traffic tunnel based on vibration measurements, characterized in that, The method includes: The vibration measurement points and parameters are determined based on the type of traffic tunnel. Vibration measurements were performed on the traffic tunnel based on the vibration measurement points and vibration measurement parameters, and vibration measurement data were obtained. The load on the traffic tunnel is determined based on the measured vibration data. The types of traffic tunnels include highway tunnels and subway tunnels, and the measured vibration parameter is the vibration test time. If the traffic tunnel is a highway tunnel, then the vibration measurement points include the internal cross passage of the highway tunnel, one shoulder of the cross passage and the other shoulder of the cross passage during the nighttime off-peak period, the daytime off-peak period, the daytime peak period, and the nighttime off-peak period. If the traffic tunnel is a subway tunnel, then the vibration measurement points include the subway platform level, concourse level and ground level during the nighttime off-peak period, daytime off-peak period, daytime peak period and nighttime peak period; The determination of the load on the traffic tunnel based on the measured vibration data specifically includes: Based on the vibration measurement data, a first vibration measurement point that meets the preset conditions is determined; The load on the traffic tunnel is determined based on the maximum and effective values ​​of vibration acceleration at the first vibration measurement point. The preset conditions specifically include that the maximum value of vibration acceleration is the largest among the maximum values ​​of vibration acceleration corresponding to all vibration measurement points, and the effective value of vibration acceleration is the largest among the effective values ​​of vibration acceleration corresponding to all vibration measurement points. If the traffic tunnel is a highway tunnel, then the maximum vibration acceleration is the largest among the maximum vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration value is the largest among the effective vibration acceleration values ​​corresponding to all vibration measurement points, specifically determined by the following formula: In the formula, This represents the maximum vibration acceleration value corresponding to the first measured vibration point in the highway tunnel. This represents the maximum effective value of the vibration acceleration corresponding to the first vibration measurement point in the highway tunnel. These represent the maximum vibration acceleration values ​​during the nighttime low-peak period, daytime low-peak period, daytime peak period, and nighttime peak period, respectively. The effective values ​​of vibration acceleration are shown for the nighttime low-peak period, the daytime low-peak period, the daytime peak period, and the nighttime peak period, respectively. If the traffic tunnel is a subway tunnel, then the maximum vibration acceleration is the largest among the maximum vibration acceleration values ​​corresponding to all vibration measurement points, and the effective vibration acceleration value is the largest among the effective vibration acceleration values ​​corresponding to all vibration measurement points, specifically determined by the following formula: In the formula, This represents the maximum vibration acceleration at the first measured vibration point in the subway tunnel. This represents the maximum effective value of the vibration acceleration corresponding to the first vibration measurement point in the subway tunnel. These represent the maximum vibration acceleration values ​​at the subway platform level, the subway tunnel beneath the platform level, and the ground level, respectively. These represent the effective values ​​of vibration acceleration in the subway tunnels below the platform level, the platform level, and the ground level, respectively.

2. A device for determining the load of a traffic tunnel based on vibration measurements, used to perform the method as described in claim 1, characterized in that, The device includes: The first determining module is used to determine the vibration measurement points and vibration measurement parameters according to the type of traffic tunnel. The data module is used to perform vibration measurements on the traffic tunnel based on the vibration measurement points and vibration measurement parameters and obtain vibration measurement data. The second determining module is used to determine the load of the traffic tunnel based on the measured vibration data.

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