Damage assessment method, device and electronic equipment for transmission towers affected by landslides

Abstract

Embodiments of the present invention disclose a method, device, and electronic device for assessing damage to a transmission tower affected by a landslide. The method includes constructing a simulation model of the transmission tower based on basic parameters of the transmission tower, wherein the basic parameters include tower type parameters and pole parameters of the transmission tower; obtaining target load data corresponding to the transmission tower based on the location type of the transmission tower, wherein the location type includes above and below the landslide; simulating the stress distribution of the transmission tower based on the target load data and the simulation model; and obtaining a damage assessment result for the transmission tower based on the stress distribution. The technical solution of the embodiment of the present invention realizes damage assessment of transmission towers affected by landslides and improves the accuracy of damage assessment of transmission towers.

Description

Technical Field

[0001] The present invention relates to the technical field of safety assessment of power transmission towers, and in particular to a damage assessment method, device and electronic equipment for power transmission towers affected by landslides. Background Art

[0002] As a crucial component of overhead transmission lines, the safety of transmission towers is paramount. Some towers are located on or below hillsides, and landslides can have a significant impact on these towers. Towers located on hillsides can experience varying degrees of subsidence and / or lateral displacement due to landslides, causing further damage. Towers located below hillsides can also suffer varying degrees of damage from the impact of landslides. Damage or collapse of transmission towers can cause transmission line failures at best, or even casualties at worst.

[0003] Therefore, a damage assessment method for transmission towers is needed to timely understand the damage status of transmission towers so as to carry out relevant protection and reinforcement work in advance and reduce the operation risk of transmission lines. Summary of the Invention

[0004] The embodiments of the present invention provide a method, device and electronic equipment for assessing damage to a transmission tower affected by a landslide, so as to solve the above-mentioned technical problems.

[0005] In a first aspect, an embodiment of the present invention provides a method for assessing damage to a transmission tower affected by a landslide, comprising:

[0006] Constructing a simulation model of the transmission tower based on basic parameters of the transmission tower, wherein the basic parameters include tower type parameters and pole parameters of the transmission tower;

[0007] acquiring target load data corresponding to the transmission tower based on a location type of the transmission tower, wherein the location type includes above a landslide and below a landslide;

[0008] Based on the target load data and the simulation model, obtain the stress distribution on the transmission tower by simulation;

[0009] A damage assessment result of the transmission tower is obtained based on the stress distribution.

[0010] In a second aspect, an embodiment of the present invention further provides a device for assessing damage to a transmission tower affected by a landslide, comprising:

[0011] A model simulation module, configured to construct a simulation model of the transmission tower based on basic parameters of the transmission tower, wherein the basic parameters include tower type parameters and pole parameters of the transmission tower;

[0012] a data acquisition module, configured to acquire target load data corresponding to the transmission tower based on a location type of the transmission tower, wherein the location type includes above a landslide and below a landslide;

[0013] A stress acquisition module, configured to obtain, by simulation, the stress distribution on the transmission tower based on the target load data and the simulation model;

[0014] A result acquisition module is used to obtain a damage assessment result of the transmission tower based on the stress distribution.

[0015] In a third aspect, an embodiment of the present invention further provides an electronic device, comprising:

[0016] one or more processors;

[0017] a storage device for storing one or more programs,

[0018] When the one or more programs are executed by the one or more processors, the one or more processors implement the damage assessment method for a transmission tower affected by a landslide as described in any one of the embodiments of the present invention.

[0019] In a fourth aspect, an embodiment of the present invention further provides a storage medium comprising computer-executable instructions, which, when executed by a computer processor, are used to perform a damage assessment method for a transmission tower affected by a landslide as described in any embodiment of the present invention.

[0020] The technical solution of the embodiments of the present invention constructs a simulation model of a transmission tower based on its basic parameters, obtains target load data corresponding to the tower based on the tower's location type, simulates the stress distribution on the tower based on the target load data and the simulation model, and then obtains a damage assessment result based on the stress distribution. The technical solution of the embodiments of the present invention enables damage assessment results for transmission towers affected by landslides, both above and below the landslide, and improves the accuracy of transmission tower damage assessment results. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0022] in:

[0023] Figure 11 is a flow chart of a method for assessing damage to a transmission tower affected by a landslide according to an embodiment of the present invention;

[0024] Figure 2 is a schematic diagram of a transmission tower under a landslide in another embodiment of the present invention;

[0025] Figure 3 Schematic diagram of stress-displacement curves of the main material and the oblique material in another embodiment of the present invention;

[0026] Figure 4 is a schematic diagram of a transmission tower on a landslide in another embodiment of the present invention;

[0027] Figure 5 is a schematic structural diagram of a damage assessment device for a transmission tower affected by a landslide in another embodiment of the present invention;

[0028] Figure 6 FIG. 4 is a schematic structural diagram of an electronic device in another embodiment of the present invention. DETAILED DESCRIPTION

[0029] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments of the present invention without making any creative efforts shall fall within the scope of protection of the present invention.

[0030] In one embodiment of the present invention, a method for assessing damage to a transmission tower affected by a landslide is provided. Figure 1 Figure 2 is a flow chart of a method for assessing damage to a transmission tower affected by a landslide according to an embodiment of the present invention. The technical solutions of this embodiment of the present invention are applicable to assessing damage to transmission towers located above or below a landslide. This method can be performed by a damage assessment device for transmission towers affected by a landslide, which can be implemented in software and / or hardware.

[0031] like Figure 1 As shown, the damage assessment method for a transmission tower affected by a landslide according to an embodiment of the present invention specifically includes the following steps:

[0032] S110: Construct a simulation model of the transmission tower based on basic parameters of the transmission tower.

[0033] The basic parameters include the tower type parameters and pole parameters of the transmission tower. Transmission tower types include four-support towers and three-support towers. Pole parameters include pole type, pole size, and pole material. Pole components refer to the components that construct the transmission tower, including main and diagonal materials. Optionally, in this embodiment of the present invention, the transmission tower type is the commonly used four-support tower.

[0034] Specifically, a simulation model of the transmission tower can be constructed based on the tower type parameters and pole member parameters of the transmission tower. Alternatively, a finite element model of the transmission tower can be constructed based on the tower type parameters and pole member parameters of the transmission tower. Alternatively, a finite element model of the transmission tower can be constructed using ANSYS software.

[0035] S120: Acquire target load data corresponding to the transmission tower based on the location type of the transmission tower.

[0036] The location types include above and below the landslide. A transmission tower can be located above or below the landslide.

[0037] Specifically, according to the location type of the transmission tower, target load data corresponding to the transmission tower is obtained, so as to prepare for subsequently obtaining the stress distribution of the transmission tower based on the target load data.

[0038] S130: Based on the target load data and the simulation model, obtain the stress distribution on the transmission tower through simulation.

[0039] The stress distribution includes the stress value of at least one member in each transmission tower. Under the target load, the tower members are subjected to varying degrees of stress. Using the target load data and simulation model, the stress distribution of each member of the transmission tower can be simulated, paving the way for subsequent damage assessment results.

[0040] S140. Obtain a damage assessment result of the transmission tower based on the stress distribution.

[0041] In this embodiment of the present invention, a damage assessment result for a transmission tower is obtained through stress distribution calculation. For example, a preset calculation formula can be used to calculate the stress distribution and determine the damage status of the transmission tower's components, thereby obtaining a damage assessment result for the entire transmission tower. This allows personnel to inspect and repair the transmission tower based on the simulated damage assessment results, ensuring timely inspection and maintenance of the transmission tower and preventing damage to the transmission line caused by damage to the tower.

[0042] The technical solution of the embodiments of the present invention constructs a simulation model of a transmission tower based on its basic parameters, obtains target load data corresponding to the tower based on the tower's location type, simulates the stress distribution on the tower based on the target load data and the simulation model, and then obtains a damage assessment result for the tower based on the stress distribution. The technical solution of the embodiments of the present invention achieves damage assessment results for transmission towers affected by landslides, both above and below the landslide, improving the accuracy of the damage assessment results. It also provides data support for personnel during transmission tower maintenance, accelerating the efficiency of tower maintenance.

[0043] Transmission towers installed on or below landslides are more susceptible to environmental influences than those located on flatter terrain. Natural factors such as the texture of the landslide, the level of the groundwater level, the surrounding terrain, and trees can all affect the condition of the transmission towers, thereby impacting high-voltage power transmission. Monitoring the natural environment allows for continuous monitoring of the operating environment and condition of transmission towers. This collected data allows for damage assessments, facilitating on-site inspections and repairs.

[0044] In another embodiment of the present invention, the location types include above and below the landslide, and different location types correspond to different target load data. The stress distribution of the transmission tower is obtained by using the target load data corresponding to different location types and the simulation model, and then the maximum stress value is obtained. Specifically, when the location type of the transmission tower is below the landslide, the target load includes a first target load, and the first target load data includes the volume, velocity, and initial height of the landslide body; the stress distribution of the transmission tower is obtained by simulation based on the target load data and the simulation model, including: based on the first target load data and the simulation model, using a nonlinear dynamic analysis simulation method to calculate the first target load data to obtain a stress distribution cloud map of the transmission tower, and obtaining the maximum stress value from the stress distribution cloud map.

[0045] Specifically, when the transmission tower is located under a landslide, the first target load data includes the volume and velocity of the landslide. Based on the simulation model and the various parameters of the landslide, the stress distribution on the transmission tower is obtained. The various parameters mainly include the volume, velocity, and initial height of the landslide. In the embodiment of the present invention, the nonlinear dynamic analysis simulation method is used to calculate the stress on the transmission tower rods when it collides with the landslide, such as Figure 2As shown. The figure shows the inclination of the transmission tower under the landslide caused by the impact of the landslide body (the oblique line part in the figure) before and after the transmission tower is impacted. The height H of the transmission tower, the height x (impact height) of the highest point where the landslide body impacts the transmission tower, the initial height h of the landslide body, the speed v of the landslide body (not shown in the figure), the volume V of the landslide body, etc. can all be obtained through on-site monitoring instruments. Based on these data and the simulation model, the first target load data is calculated using a nonlinear dynamic analysis simulation method to obtain a stress distribution cloud map of the transmission tower, and the maximum stress value is obtained from the stress distribution cloud map. Optionally, the volume of the landslide body can be estimated by image recognition technology, and the speed of the landslide body can be measured by a sensor, such as a surface monitoring device reading the sliding speed of the landslide body. The height of the transmission tower can be obtained by a photoelectric sensor that measures the height.

[0046] In another embodiment of the present invention, obtaining the damage assessment result of the transmission tower based on the stress distribution includes: obtaining the damage assessment result of the transmission tower based on the maximum stress value.

[0047] In this embodiment of the present invention, a nonlinear dynamic analysis simulation method is used based on a simulation model to calculate the first target load data, thereby obtaining a stress distribution cloud map of the transmission tower under the impact of the landslide. The maximum stress value is then determined from the stress distribution cloud map, and a damage assessment result of the transmission tower is obtained. In this embodiment of the present invention, the damage status of the transmission tower members is determined based on the maximum stress value, which serves as the damage assessment result of the transmission tower.

[0048] Optionally, based on the stress distribution cloud map, the rod corresponding to the maximum stress value is obtained as the maximum stress rod, and the overall inclination rate of the transmission tower is calculated to obtain the relationship curve between the kinetic energy of the landslide body and the maximum stress of the rod, and then the stress-displacement curve is obtained, for example, Figure 3 As shown, the stress-displacement curves of the main material and the diagonal material are shown. Based on the stress-displacement curves, the corresponding stress can be obtained when the displacement of the transmission tower rod is obtained. The damage assessment result of the transmission tower is obtained based on the stress. It should be understood that the rod includes the main material and the diagonal material. In this embodiment of the present invention, the stress-displacement curves of the main material and the diagonal material of the transmission tower are obtained. Then, based on the stress-displacement curves and the displacement of the transmission tower obtained on site, the corresponding damage assessment result of the transmission tower can be obtained, thereby improving the efficiency of obtaining the damage assessment result of the transmission tower.

[0049] In another embodiment of the present invention, obtaining the damage assessment result of the transmission tower based on the stress distribution includes: calculating the difference between the stress distribution and the material yield limit of each pole of the transmission tower, and obtaining the damage assessment result of the transmission tower according to the difference.

[0050] In this embodiment of the present invention, the stress distribution refers to the stress condition of each member of a transmission tower. The difference between the stress on each member of the transmission tower and the material yield strength of each member is calculated, and the damage assessment result of the transmission tower is derived based on the difference. Optionally, the member with the maximum stress is identified based on the stress distribution. The damage assessment result of the transmission tower is then derived based on the difference between the stress of this member and the material yield strength of this member. For example, a relationship between the damage level and the difference is established. When the difference is greater than 1, the member damage level is the highest, and therefore the damage level of the transmission tower is the highest. When the difference is within the range of [0.95, 1), the member damage level is the second highest, and therefore the damage level of the transmission tower is the second highest. When the difference is within the range of [0.75, 0.95), the member damage level is the low, and therefore the damage level of the transmission tower is the low. When the difference is less than 0.75, the member damage level is safe, and therefore the transmission tower is safe. When a transmission tower's damage level reaches the highest level, it indicates a risk of collapse. By obtaining the damage assessment results for the transmission tower, workers can prepare for tower maintenance and improve the stability of normal transmission line operation.

[0051] In another embodiment of the present invention, the damage assessment result includes a risk warning; the damage assessment result of the transmission tower obtained according to the difference includes: obtaining the risk level based on the correspondence between the preset difference and the risk level, and the difference, and performing a risk warning corresponding to the risk level.

[0052] In an embodiment of the present invention, the damage assessment result includes a risk warning. According to the pre-set correspondence between the difference and the risk level, the risk level corresponding to the difference is obtained, and a risk warning corresponding to the risk level is issued. In an embodiment of the present invention, the correspondence between the difference and the risk level, as well as the relationship between the risk level and the risk warning are pre-set. If the difference is in the range of [1,∞), the risk level is the highest level, and the highest level risk warning is sent through a display interface, terminal, etc. If the difference is in the range of [0.95,1), the risk level is the second highest level, and a message of the second highest level risk warning is pushed through the terminal. If the difference is in the range of [0.75,0.95), the risk level is low, and a low-level risk warning is announced through the display interface. When the difference is less than 0.75, there is no risk, and no risk warning is issued.

[0053] For example, to examine whether a rod is damaged, the main purpose is to determine whether the rod reaches the material yield limit under a certain load. Taking Q345 steel as an example, the yield limit of this material is 345 MPa, taking a 95% safety factor and a 75% sub-safety factor, when the difference between the calculated maximum stress of the rod and the material yield limit is in the range of [1, ∞), the risk of rod damage is extremely high, and the highest level warning is issued; when the difference between the calculated maximum stress of the rod and the material yield limit of the rod is in the range of [0.95, 1), the risk of rod damage is relatively high, and a secondary level warning is issued; when the difference between the maximum stress of the rod and the material yield limit of the rod is in the range of [0.75, 0.95), the rod is relatively safe, and a lowest level warning is issued; in addition, when the difference between the maximum stress of the rod and the material yield limit of the rod is less than 0.75, the rod is safe and no warning is issued.

[0054] In another embodiment of the present invention, when the location type of the transmission tower is on a landslide, the target load includes second target load data, the second target load data includes displacement data of the transmission tower, and the displacement data includes at least one of vertical settlement and horizontal movement; the simulation based on the target load data and the simulation model to obtain the stress distribution of the transmission tower includes: judging the foundation deformation condition of the transmission tower according to the second target load data and the simulation model, and simulating the foundation deformation condition to obtain the maximum stress value of the transmission tower, wherein the foundation deformation condition includes any one of uneven settlement, horizontal relative deformation, and three-dimensional deformation.

[0055] In an embodiment of the present invention, the foundation deformation condition of the transmission tower is determined based on the obtained second target load data of the transmission tower and the simulation model. A spatial coordinate system is established based on the actual location of the transmission tower, and then the vertical settlement data and / or horizontal movement data of the transmission tower are obtained. Optionally, the transmission tower is a four-support tower type, and the displacement data of the four supports of the transmission tower can be obtained, and then the foundation deformation condition of the transmission tower is obtained based on the displacement data of each support and the simulation model. According to the foundation deformation condition, the maximum stress value of the rod in the transmission tower is obtained. Then the maximum stress value of the transmission tower is obtained to prepare for the subsequent damage assessment of the transmission tower. The transmission tower on the landslide is as follows. Figure 4 shown.

[0056] Optionally, the four supports of the transmission tower are a, b, c, and d, and the foundation deformation conditions include uneven settlement, horizontal relative deformation, and three-phase deformation. Uneven settlement, for example, occurs when one support settles, and settlement also occurs at supports a, b, c, or d. Settlement on one side of the transmission tower may occur on side ab, side ac, side bc, or side ad.

[0057] Optionally, horizontal relative deformation includes two situations: horizontal compression and horizontal stretching. For example, horizontal compression is the compression of support a in the horizontal direction. According to the spatial rectangular coordinate system and preset rules, it can be judged whether the support has undergone horizontal stretching or compression when the coordinates of the support change. For example, a spatial rectangular coordinate system is established with the center of the four supports as the origin, and the coordinates of support a are (1,0,0). When the coordinates of support a are (0.1,0,0), it can be judged that support a has undergone compression. Similarly, it can be obtained whether other supports have undergone compression or stretching.

[0058] Optionally, the three-dimensional deformation includes two situations: vertical settlement and horizontal compression, and vertical settlement and horizontal stretching. Similarly, the coordinate changes of each support can be obtained by the above-mentioned coordinate determination method to determine whether the three-dimensional deformation has occurred.

[0059] Optionally, for transmission towers located on landslides, the difference between the maximum stress value of the transmission tower and the yield strength of the pole can be used to obtain risk warning information corresponding to the difference, thereby issuing a risk warning. Based on the second target load data and simulation model on the landslide, a settlement-to-pole maximum stress curve is obtained. Based on the first target load data and simulation model below the landslide, a landslide kinetic energy-to-pole maximum stress curve is obtained. The monitored settlement or landslide kinetic energy is then incorporated into the corresponding maximum stress curve for matching and comparison, resulting in the maximum stress of the transmission tower pole, also known as the maximum stress of the transmission tower. The difference between the maximum stress and the yield strength of the pole is then calculated, and a warning is issued based on the result.

[0060] It should be noted that for transmission towers on landslides, the maximum stress value can also be used to obtain damage assessment results for the transmission towers. The principle of obtaining damage assessment results based on the maximum stress value for transmission towers under landslides is the same as the above, and will not be repeated here.

[0061] In another embodiment of the present invention, the basic parameters also include insulator parameters and conductor parameters of the transmission tower; constructing the simulation model of the transmission tower based on the basic parameters of the transmission tower includes: constructing a simulation model of at least two transmission towers connected by conductors; after obtaining the damage assessment result of the transmission tower based on the stress distribution, the method further includes: judging whether the other transmission tower is damaged based on the damage assessment result of the transmission tower and the conductor connecting the transmission tower and the other transmission tower.

[0062] In this embodiment of the present invention, a finite element model is created using ANSYS software to simulate a "three-tower, two-wire" transmission tower. The finite element model is based on the actual tower parameters, pole parameters, insulator string type, and conductor type. After obtaining the damage assessment results for the current transmission tower, the conductors are used to determine whether another connected tower has sustained damage. For example, if the current transmission tower collapses, the connected tower could also collapse due to the conductor connection.

[0063] In another embodiment of the present invention, a device for assessing damage to a transmission tower affected by a landslide is provided. Figure 5 , which is a schematic diagram of the structure of a device for assessing damage to a transmission tower affected by a landslide according to an embodiment of the present invention. The device for assessing damage to a transmission tower affected by a landslide according to an embodiment of the present invention can execute the method for assessing damage to a transmission tower affected by a landslide according to any embodiment of the present invention, and has the corresponding functional modules and beneficial effects of executing the method. The device includes: a model simulation module 410, a data acquisition module 420, a stress acquisition module 430, and a result acquisition module 440, wherein:

[0064] The model simulation module 410 is used to construct a simulation model of the transmission tower based on the basic parameters of the transmission tower, wherein the basic parameters include the tower type parameters and the pole parameters of the transmission tower; the data acquisition module 420 is used to obtain target load data corresponding to the transmission tower based on the location type of the transmission tower, wherein the location type includes above and below the landslide; the stress acquisition module 430 is used to simulate and obtain the stress distribution of the transmission tower based on the target load data and the simulation model; and the result acquisition module 440 is used to obtain the damage assessment result of the transmission tower based on the stress distribution.

[0065] Preferably, in an embodiment of the present invention, when the location type of the transmission tower is below a landslide, the target load includes a first target load, and the stress acquisition module 430 is further configured to:

[0066] Based on the first target load data and the simulation model, a nonlinear dynamic analysis simulation method is used to calculate the first target load data to obtain a stress distribution cloud map of the transmission tower, and a maximum stress value is obtained from the stress distribution cloud map.

[0067] Preferably, in this embodiment of the present invention, the result acquisition module 440 is further configured to:

[0068] A damage assessment result of the transmission tower is obtained based on the maximum stress value.

[0069] Preferably, in this embodiment of the present invention, the result acquisition module 440 is further configured to:

[0070] The stress distribution and the difference between the material yield limits of each member of the transmission tower are calculated, and a damage assessment result of the transmission tower is obtained according to the difference.

[0071] Preferably, in the embodiment of the present invention, the damage assessment result includes a risk warning; the result acquisition module 440 is further configured to:

[0072] Based on the preset correspondence between the difference and the risk level, and the difference, the risk level is obtained, and a risk warning corresponding to the risk level is performed.

[0073] Preferably, in an embodiment of the present invention, when the location type of the transmission tower is on a landslide, the target load includes second target load data, the second target load data includes displacement data of the transmission tower, and the displacement data includes at least one of vertical settlement and horizontal movement; the stress acquisition module 430 is further configured to:

[0074] The foundation deformation condition of the transmission tower is determined based on the second target load data and the simulation model, and the foundation deformation condition is simulated to obtain a maximum stress value of the transmission tower, where the foundation deformation condition includes any one of uneven settlement, horizontal relative deformation, and three-dimensional deformation.

[0075] Preferably, in the embodiment of the present invention, the basic parameters further include insulator parameters and conductor parameters of the transmission tower; the model simulation module 410 is further configured to:

[0076] Constructing a simulation model of at least two transmission towers connected by conductors;

[0077] The device further comprises:

[0078] The damage determination module is used to determine whether the other transmission tower is damaged based on the damage assessment result of the transmission tower and the wire connecting the transmission tower and the other transmission tower.

[0079] The technical solution of the embodiments of the present invention constructs a simulation model of a transmission tower based on its basic parameters, obtains target load data corresponding to the tower based on the tower's location type, simulates the stress distribution on the tower based on the target load data and the simulation model, and then obtains a damage assessment result for the tower based on the stress distribution. The technical solution of the embodiments of the present invention achieves damage assessment results for transmission towers affected by landslides, both above and below the landslide, improving the accuracy of the damage assessment results. It also provides data support for personnel during transmission tower maintenance, accelerating the efficiency of tower maintenance.

[0080] It is worth noting that the various modules included in the above-mentioned device are only divided according to functional logic, but are not limited to the above-mentioned division, as long as the corresponding functions can be realized; in addition, the specific names of the various functional modules are only for the convenience of distinguishing each other, and are not used to limit the protection scope of the embodiments of the present invention.

[0081] In another embodiment of the present invention, an electronic device is provided, such as Figure 6 , which is a structural diagram of an electronic device provided by an embodiment of the present invention. Figure 6 A block diagram of an exemplary electronic device 50 suitable for implementing exemplary embodiments of the present invention is shown. Figure 6 The electronic device 50 shown is only an example and should not limit the functionality and scope of use of the embodiments of the present invention.

[0082] like Figure 6 As shown, electronic device 50 is a general-purpose computing device. Components of electronic device 50 may include, but are not limited to, one or more processors or processing units 501, system memory 502, and a bus 503 connecting various system components (including system memory 502 and processing unit 501).

[0083] Bus 503 represents one or more of several types of bus structures, including a memory bus or memory controller, a peripheral bus, an accelerated graphics port, a processor, or a local bus using any of a variety of bus architectures. Examples of these architectures include, but are not limited to, the Industry Standard Architecture (ISA) bus, the Micro Channel Architecture (MAC) bus, the Enhanced ISA bus, the Video Electronics Standards Association (VESA) local bus, and the Peripheral Component Interconnect (PCI) bus.

[0084] The electronic device 50 typically includes a variety of computer system readable media. These media can be any available media that can be accessed by the electronic device 50, including volatile and non-volatile media, removable and non-removable media.

[0085] System memory 502 may include computer system readable media in the form of volatile memory, such as random access memory (RAM) 504 and / or cache memory 505. Electronic device 50 may further include other removable / non-removable, volatile / non-volatile computer system storage media. By way of example only, storage system 506 may be used to read and write non-removable, non-volatile magnetic media ( Figure 6 Not shown, often called a "hard drive"). Although Figure 6 Not shown, a disk drive for reading and writing to a removable non-volatile disk (e.g., a "floppy disk"), and an optical disk drive for reading and writing to a removable non-volatile optical disk (e.g., a CD-ROM, DVD-ROM, or other optical media) may be provided. In these cases, each drive may be connected to bus 503 via one or more data medium interfaces. Memory 502 may include at least one program product having a set (e.g., at least one) of program modules configured to perform the functions of various embodiments of the present invention.

[0086] A program / utility 508 having a set (at least one) of program modules 507 may be stored, for example, in memory 502. Such program modules 507 include, but are not limited to, an operating system, one or more application programs, other program modules, and program data, each of which, or some combination thereof, may include an implementation of a network environment. Program modules 507 generally implement the functions and / or methods of the embodiments described herein.

[0087] The electronic device 50 may also communicate with one or more external devices 509 (e.g., keyboard, pointing device, display 510, etc.), and may also communicate with one or more devices that enable a user to interact with the electronic device 50, and / or communicate with any device that enables the electronic device 50 to communicate with one or more other computing devices (e.g., network card, modem, etc.). Such communication may be performed through an input / output (I / O) interface 511. Furthermore, the electronic device 50 may also communicate with one or more networks (e.g., a local area network (LAN), a wide area network (WAN), and / or a public network, such as the Internet) through a network adapter 512. As shown, the network adapter 512 communicates with other modules of the electronic device 50 via the bus 503. It should be understood that although Figure 6 Not shown, other hardware and / or software modules may be used in conjunction with the electronic device 50, including but not limited to microcode, device drivers, redundant processing units, external disk drive arrays, RAID systems, tape drives, and data backup storage systems.

[0088] The processing unit 501 executes various functional applications and data processing by running the programs stored in the system memory 502 , for example, implementing the damage assessment method for a transmission tower affected by a landslide provided by an embodiment of the present invention.

[0089] In another embodiment of the present invention, a storage medium containing computer-executable instructions is provided. When executed by a computer processor, the computer-executable instructions are used to perform a damage assessment method for a transmission tower affected by a landslide. The method includes:

[0090] A simulation model of the transmission tower is constructed based on basic parameters of the transmission tower, wherein the basic parameters include tower type parameters and pole parameters of the transmission tower; target load data corresponding to the transmission tower is obtained based on the location type of the transmission tower, wherein the location type includes above and below a landslide; a stress distribution on the transmission tower is obtained through simulation based on the target load data and the simulation model; and a damage assessment result of the transmission tower is obtained based on the stress distribution.

[0091] The computer storage medium of the embodiment of the present invention may adopt any combination of one or more computer-readable media. The computer-readable medium may be a computer-readable signal medium or a computer-readable storage medium. The computer-readable storage medium may be, for example, but not limited to, an electrical, magnetic, optical, electromagnetic, infrared, or semiconductor system, device or component, or any combination thereof. More specific examples (a non-exhaustive list) of computer-readable storage media include: an electrical connection with one or more wires, a portable computer disk, a hard disk, a random access memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber, a portable compact disk read-only memory (CD-ROM), an optical storage device, a magnetic storage device, or any suitable combination thereof. In this document, a computer-readable storage medium may be any tangible medium containing or storing a program that can be used by or in combination with an instruction execution system, device or device.

[0092] A computer-readable signal medium may include a data signal propagated in baseband or as part of a carrier wave, which carries computer-readable program code. Such propagated data signals may take various forms, including but not limited to electromagnetic signals, optical signals, or any suitable combination thereof. A computer-readable signal medium may also be any computer-readable medium other than a computer-readable storage medium that can transmit, propagate, or transport a program for use by or in conjunction with an instruction execution system, apparatus, or device.

[0093] Program code embodied on a computer readable medium may be transmitted using any appropriate medium, including but not limited to wireless, wireline, optical fiber cable, RF, etc., or any suitable combination of the foregoing.

[0094] The computer program code for performing the operations of the embodiments of the present invention can be written in one or more programming languages or a combination thereof, including object-oriented programming languages such as Java, Smalltalk, C++, and conventional procedural programming languages such as "C" or similar programming languages. The program code can be executed entirely on the user's computer, partially on the user's computer, as a separate software package, partially on the user's computer and partially on a remote computer, or entirely on a remote computer or server. In cases involving a remote computer, the remote computer can be connected to the user's computer through any type of network, including a local area network (LAN) or a wide area network (WAN), or can be connected to an external computer (e.g., via the Internet using an Internet service provider).

[0095] The above disclosure is merely a preferred embodiment of the present invention and certainly cannot be used to limit the scope of the present invention. Therefore, equivalent changes made according to the claims of the present invention are still within the scope of the present invention.

Claims

1. A method for assessing damage to a transmission tower affected by a landslide, characterized in that: include: Constructing a simulation model of the transmission tower based on basic parameters of the transmission tower, wherein the basic parameters include tower type parameters and pole parameters of the transmission tower; acquiring target load data corresponding to the transmission tower based on a location type of the transmission tower, wherein the location type includes above a landslide and below a landslide; Based on the target load data and the simulation model, obtain the stress distribution on the transmission tower by simulation; Obtaining a damage assessment result of the transmission tower based on the stress distribution; Wherein, when the location type of the transmission tower is below a landslide, the target load includes a first target load, and the first target load data includes the volume, velocity, and initial height of the landslide body; when the location type of the transmission tower is above a landslide, the target load includes second target load data, and the second target load data includes displacement data of the transmission tower, and the displacement data includes at least one of vertical settlement and horizontal movement.

2. The damage assessment method for a transmission tower affected by a landslide according to claim 1, characterized in that: When the location type of the transmission tower is below a landslide, the simulating and obtaining the stress distribution on the transmission tower based on the target load data and the simulation model includes: Based on the first target load data and the simulation model, a nonlinear dynamic analysis simulation method is used to calculate the first target load data to obtain a stress distribution cloud map of the transmission tower, and a maximum stress value is obtained from the stress distribution cloud map.

3. The damage assessment method for a transmission tower affected by a landslide according to claim 1, characterized in that: When the location type of the transmission tower is on a landslide, the simulating and obtaining the stress distribution on the transmission tower based on the target load data and the simulation model includes: The foundation deformation condition of the transmission tower is determined based on the second target load data and the simulation model, and the foundation deformation condition is simulated to obtain a maximum stress value of the transmission tower, where the foundation deformation condition includes any one of uneven settlement, horizontal relative deformation, and three-dimensional deformation.

4. The damage assessment method for a transmission tower affected by a landslide according to claim 2 or 3, characterized in that: Obtaining a damage assessment result of the transmission tower based on the stress distribution includes: A damage assessment result of the transmission tower is obtained based on the maximum stress value.

5. The damage assessment method for a transmission tower affected by a landslide according to claim 4, characterized in that: Obtaining a damage assessment result of the transmission tower based on the stress distribution includes: The stress distribution and the difference between the material yield limits of each member of the transmission tower are calculated, and a damage assessment result of the transmission tower is obtained according to the difference.

6. The damage assessment method for a transmission tower affected by a landslide according to claim 5, characterized in that: The damage assessment results include risk warnings; Obtaining a damage assessment result of the transmission tower according to the difference includes: Based on the preset correspondence between the difference and the risk level, and the difference, the risk level is obtained, and a risk warning corresponding to the risk level is performed.

7. The damage assessment method for a transmission tower affected by a landslide according to claim 1, characterized in that: The basic parameters also include the insulator parameters and conductor parameters of the transmission tower; The construction of the simulation model of the transmission tower based on the basic parameters of the transmission tower includes: Constructing a simulation model of at least two transmission towers connected by conductors; After obtaining the damage assessment result of the transmission tower based on the stress distribution, the method further includes: According to the damage assessment result of the transmission tower and the wire connecting the transmission tower and another transmission tower, it is determined whether the other transmission tower is damaged.

8. A damage assessment device for a transmission tower affected by a landslide, characterized in that: include: A model simulation module, configured to construct a simulation model of the transmission tower based on basic parameters of the transmission tower, wherein the basic parameters include tower type parameters and pole parameters of the transmission tower; a data acquisition module, configured to acquire target load data corresponding to the transmission tower based on a location type of the transmission tower, wherein the location type includes above a landslide and below a landslide; A stress acquisition module, configured to obtain, by simulation, the stress distribution on the transmission tower based on the target load data and the simulation model; A result acquisition module, configured to obtain a damage assessment result of the transmission tower based on the stress distribution; Wherein, when the location type of the transmission tower is below a landslide, the target load includes a first target load, and the first target load data includes the volume, velocity, and initial height of the landslide body; when the location type of the transmission tower is above a landslide, the target load includes second target load data, and the second target load data includes displacement data of the transmission tower, and the displacement data includes at least one of vertical settlement and horizontal movement.

9. An electronic device, characterized in that: The electronic device comprises: one or more processors; a storage device for storing one or more programs, When the one or more programs are executed by the one or more processors, the one or more processors implement the damage assessment method for a transmission tower affected by a landslide as described in any one of claims 1 to 7.

10. A storage medium containing computer-executable instructions, characterized in that: When the computer executable instructions are executed by a computer processor, the computer executable instructions are used to perform the damage assessment method for a transmission tower affected by a landslide according to any one of claims 1 to 7.

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