CN112598219A - Transmission tower structure damage assessment method and system - Google Patents
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Abstract
The invention provides a method and a system for evaluating damage of a transmission tower structure, which comprises the steps of obtaining internode displacement of the transmission tower by adopting a static force push-covering mode based on a model constructed for the evaluated transmission tower, calculating corrected internode displacement angles of the transmission tower, selecting the maximum corrected internode displacement angle from the internode displacement angles of the transmission tower, selecting a damage index according to the maximum corrected internode displacement angle, and evaluating the damage state of the transmission tower structure based on the damage index; according to the method, the corrected internode displacement angle is calculated through constructing a model and a static push-covering mode, the damage index is selected according to the corrected internode displacement angle, and the damage state of the transmission tower structure is effectively obtained according to the damage index.
Description
Technical Field
The invention relates to the field of disaster prevention and reduction of power engineering, in particular to a method and a system for evaluating damage of a transmission tower structure.
Background
At present, the damage indexes of the building structure are generally four, namely a strength index, a deformation index, an energy index and deformation energy, the indexes are difficult to be directly applied to the transmission tower structure, and the damage grade of the transmission tower structure is difficult to evaluate.
In the aspect of damage assessment of a transmission tower structure, the main problems are as follows: firstly, the damage grade division and the corresponding macroscopic phenomenon for the transmission tower structure do not exist at present. Secondly, the design of the existing transmission tower structure is based on the stress of the rod pieces, but the number of the rod pieces is large, so that the stress of all the rod pieces is difficult to be effectively measured in actual application, and the transmission tower structure is difficult to popularize and apply. The overall displacement is used as the damage index of the transmission tower structure, so that the discreteness is very large, the overall displacement difference of different transmission towers is very large, and the damage position and the damage degree of the transmission tower structure are difficult to evaluate. The damage index related to energy is complex to calculate and is difficult to be widely applied. Thirdly, damage assessment is the basis for taking effective repair measures, and for the transmission tower structure, an effective assessment method is not available at present, so that difficulty is brought to repair of the transmission tower structure.
Disclosure of Invention
Aiming at the prior art, the damage state of the transmission tower cannot be evaluated. The invention provides a method for evaluating damage of a transmission tower structure, which comprises the following steps:
obtaining the internode displacement of the transmission tower by adopting a static force pushing and covering mode based on a model constructed for the evaluated transmission tower, and calculating the corrected internode displacement angle of the transmission tower;
selecting a maximum corrected internode displacement angle from internode displacement angles of the transmission tower, and selecting a damage index according to the maximum corrected internode displacement angle;
and evaluating the damage state of the transmission tower structure based on the damage index.
Preferably, the calculating of the corrected internode displacement angle of the transmission tower based on the model constructed for the evaluated transmission tower by obtaining the internode displacement of the transmission tower in a static force push-cover mode includes:
dividing the transmission tower model into a plurality of sections, and acquiring displacement data of each section;
calculating an internode displacement angle according to the ratio of the maximum horizontal displacement of the transmission tower structure to the internode height based on the displacement data of each segment;
subtracting the rotation angle of the next segment based on the internode displacement angle to obtain a corrected internode displacement angle.
Preferably, the selecting a maximum corrected internode displacement angle from the internode displacement angles of the transmission tower, and selecting the damage index by the maximum corrected internode displacement angle includes:
simulating earthquake through an inverted triangular load mode to calculate the shear distribution of the transmission tower under different earthquake actions;
establishing a static push curve of the transmission tower based on the corrected internode displacement angle and the shearing force distribution of the transmission tower to obtain a limit value of the corrected internode displacement angle;
setting a threshold value for each damage index by taking the multiple of the limit value;
and determining the damage index corresponding to the threshold interval in which the maximum corrected internode displacement angle of the transmission tower is located based on the threshold set by each damage index.
Preferably, establishing a static push curve of the transmission tower based on the corrected internode displacement angle and the shearing force distribution of the transmission tower to obtain the limit value of the corrected internode displacement angle includes:
based on the static push curve, the internode displacement angle of the line elastic section in the curve which is corrected maximally is the limit value of the elastic internode displacement angle.
Preferably, the evaluating the damage state of the transmission tower structure based on the damage index includes:
selecting the maximum horizontal internode displacement in the displacement based on the displacement data of each section;
calculating a maximum corrected internode displacement angle based on the maximum internode horizontal displacement;
based on the maximum corrected internode displacement angle, judging a threshold interval in which the maximum internode displacement angle is positioned to obtain a corresponding damage index;
and evaluating the damage state of the transmission tower structure based on the damage index.
Preferably, the internode displacement angle is calculated according to the following formula:
in the formula: i is the internode number; ISDR (i) is the i-th internode corrected internode displacement angle; t is time t in the time course response analysis; u. ofi(t) and ui-1(t) displacement of the top and bottom at time t, respectively; h isiAnd hi-1The height of the top and bottom of the ith internode, respectively; thetai-1(t) is the angle of rotation at time t between the i-1 st nodes.
Based on the same invention concept, the invention provides a transmission tower structure damage evaluation system, which comprises a calculation module, a selection module and an evaluation module, wherein the calculation module comprises:
the calculation module: obtaining the internode displacement of the transmission tower by adopting a static force pushing and covering mode and calculating the corrected internode displacement angle of the transmission tower for a model constructed for the evaluated transmission tower;
the selection module: the system comprises a controller, a controller and a controller, wherein the controller is used for selecting a maximum corrected internode displacement angle from internode displacement angles of a transmission tower and selecting a damage index according to the maximum corrected internode displacement angle;
the evaluation module: and evaluating the damage state of the transmission tower structure according to the damage index.
Preferably, the calculation module comprises a division submodule, an acquisition submodule and an internode displacement angle submodule;
the division submodule: dividing the transmission tower model into a plurality of sections, and acquiring displacement data of each section;
the acquisition submodule: the displacement data of each section is used for calculating an internode displacement angle according to the ratio of the maximum horizontal displacement of the transmission tower structure to the internode height;
the internode displacement angle submodule: for subtracting the rotation angle of the next segment from the internode displacement angle to obtain a corrected internode displacement angle.
Preferably, the selection module includes a simulation submodule, a limit submodule, a threshold submodule, and an index submodule:
the simulation submodule is: simulating earthquake through an inverted triangular load mode to calculate the shear distribution of the transmission tower under different earthquake actions;
the limit submodule: the method comprises the steps that a static push curve of the transmission tower is established for correcting internode displacement angles and shearing force distribution of the transmission tower, and the limit value of the corrected internode displacement angles is obtained;
the threshold submodule: setting a threshold value for each damage index by taking the multiple of the limit value;
the index submodule: and the threshold value is used for setting each damage index, and determining the damage index corresponding to the threshold value interval where the maximum corrected internode displacement angle of the transmission tower is located.
Preferably, the evaluation module includes a selection sub-module, a maximum internode displacement angle sub-module, a judgment sub-module and a status sub-module:
the selection submodule comprises: the displacement data of each section is used for selecting the maximum horizontal internode displacement in the displacement;
the maximum horizontal internode displacement submodule: for calculating a maximum modified internode displacement angle for the maximum internode horizontal displacement;
the judgment submodule is: the device is used for judging the threshold interval where the maximum internode displacement angle is positioned to obtain a corresponding damage index for the maximum corrected internode displacement angle;
the status sub-module: and the method is used for evaluating the damage state of the transmission tower structure according to the damage index.
Compared with the prior art, the invention has the beneficial effects that:
1. a method for evaluating damage of a transmission tower structure comprises the steps of obtaining internode displacement of the transmission tower by adopting a static force push-cover mode based on a model built for the evaluated transmission tower, calculating corrected internode displacement angles of the transmission tower, selecting the maximum corrected internode displacement angle from the internode displacement angles of the transmission tower, selecting a damage index according to the maximum corrected internode displacement angle, and evaluating the damage state of the transmission tower structure based on the damage index; according to the method, the corrected internode displacement angle is calculated through constructing a model and a static push-covering mode, the damage index is selected according to the corrected internode displacement angle, and the damage state of the transmission tower structure is effectively obtained according to the damage index.
2. According to the method, the damage degree of the transmission tower is obtained by judging the damage index corresponding to the limit value interval in which the maximum corrected internode displacement angle is located, and the state of the transmission tower is effectively judged.
Drawings
FIG. 1 is a schematic diagram of a damage assessment method for a transmission tower structure according to the present invention;
FIG. 2 is a schematic view of the internode displacement angle of the present invention;
FIG. 3 is a schematic internode view of the present invention.
Detailed Description
The embodiments of the present invention will be further explained with reference to the drawings.
Example 1
With reference to fig. 1, the present invention provides a method for evaluating damage to a transmission tower structure, including:
the method comprises the following steps: obtaining the internode displacement of the transmission tower by adopting a static force pushing and covering mode based on a model constructed for the evaluated transmission tower, and calculating the corrected internode displacement angle of the transmission tower;
step two: selecting a maximum corrected internode displacement angle from internode displacement angles of the transmission tower, and selecting a damage index according to the maximum corrected internode displacement angle;
step three: and evaluating the damage state of the transmission tower structure based on the damage index.
Wherein, the first step: based on a model constructed for the evaluated transmission tower, the internode displacement of the transmission tower is obtained by adopting a static force pushing and covering mode, and the corrected internode displacement angle of the transmission tower is calculated, and the method comprises the following steps:
dividing the transmission tower model into a plurality of sections, and acquiring displacement data of each section;
calculating an internode displacement angle according to the ratio of the maximum horizontal displacement of the transmission tower structure to the internode height based on the displacement data of each segment;
the rotation angle of the next segment is subtracted based on the internode displacement angle to obtain a corrected internode displacement angle.
Wherein, the step two: selecting a maximum corrected internode displacement angle from internode displacement angles of the transmission tower, and selecting a damage index through the maximum corrected internode displacement angle, wherein the method comprises the following steps:
simulating earthquake through an inverted triangular load mode to calculate the shear distribution of the transmission tower under different earthquake actions;
establishing a static push curve of the transmission tower based on the corrected internode displacement angle and the shearing force distribution of the transmission tower to obtain a limit value of the corrected internode displacement angle;
setting a threshold value for each damage index by using a multiple of the limit value;
and determining the damage index corresponding to the threshold interval in which the maximum corrected internode displacement angle of the transmission tower is located based on the threshold set by each damage index.
Establishing a static push curve of the transmission tower based on the corrected internode displacement angle and the shearing force distribution of the transmission tower to obtain the limit value of the corrected internode displacement angle, and the method comprises the following steps:
based on the static push curve, the internode displacement angle of the line elastic section in the curve which is corrected maximally is the limit value of the elastic internode displacement angle.
Wherein, the third step: based on the damage index, the damage state of the transmission tower structure is evaluated, and the method comprises the following steps:
selecting the maximum horizontal internode displacement in the displacement based on the displacement data of each section;
calculating a maximum corrected internode displacement angle based on the maximum internode horizontal displacement;
based on the maximum corrected internode displacement angle, judging a threshold interval in which the maximum internode displacement angle is positioned to obtain a corresponding damage index;
and evaluating the damage state of the transmission tower structure based on the damage index.
The internodal displacement angle is calculated as follows:
in the formula: i is the internode number; ISDR (i) is the i-th internode corrected internode displacement angle; t is time t in the time course response analysis; u. ofi(t) and ui-1(t) displacement of the top and bottom at time t, respectively; h isiAnd hi-1The height of the top and bottom of the ith internode, respectively; thetai-1(t) is the angle of rotation at time t between the i-1 st nodes.
Example 2
At present, the structure of the transmission tower is not divided into specific damage grades.
The earthquake damage rating of the building (structure) GB/T24335-2009 and the earthquake intensity table GB/T17742-2008 specify that the building is divided into five damage ratings, namely, basic good (good), slight damage (light), medium damage (medium), severe damage (strict) and damage (damage) (national standard of the people's republic of China, 2009; national standard of the people's republic of China, 2008), and the macroscopic damage phenomena and earthquake damage index of the five damage ratings are shown in Table 1.
TABLE 1 damage rating and corresponding macroscopic phenomena and earthquake damage index table
For the steel frame structure, the damage level of the steel frame is specified in the building earthquake damage classification (GB/T24335-2009) and shown in table 2 (national standard of the people's republic of china, 2009).
TABLE 2 Steel frame failure rating and corresponding macroscopic phenomena
For the transmission line, the earthquake damage of the transmission line is rated by taking the whole line as a unit in the earthquake damage rating division of the life line engineering (GB/T24336-2009), and the damage rating division is shown in tables 3, 45 and 6 (national Standard of the people's republic of China, 2009).
TABLE 3 Transmission line failure rating and corresponding macroscopic phenomena
For the damage index, many different damage indexes have been proposed so far, and all of them can be classified into the following four categories:
(1) strength damage index
The strength damage index is the most widely applied damage index, and the structural design based on the allowable stress method and the bearing capacity limit state method is based on the index:
σ≤[σ]
for the bearing capacity limit state method, the form that the strength damage index meets is as follows:
the strength damage index is visual, the structural design of the transmission tower adopts the strength damage index design, but during the structural earthquake-resistant design, the structure is usually allowed to generate elastic-plastic deformation under the expected strong earthquake effect, and the damage judgment standard is inconsistent with the static design.
The maximum stress ratio of the rod piece of the maximum power transmission tower is selected as an intensity damage index for research.
(2) Index of deformation damage
The deformation damage indicator specifies that the maximum displacement response of the structure does not exceed an allowable maximum deformation (damage threshold). The form of the indicator of deformation damage is as follows:
Δmax≤[Δ]
in the formula,. DELTA.maxRepresents the maximum shift response; [ Delta ] of]Indicating an allowable structural displacement value.
For the structural anti-seismic design, the adoption of the deformation damage index has certain rationality. The maximum interlayer displacement angle of the structure is an important index for representing the damage degree of the structure under the action of earthquake. In the building structure earthquake-resistant design specification GB 50010-2010 (national standard of the people's republic of China, 2010), the maximum elastic and plastic interlayer displacement angle limit values of various structures under the action of an earthquake are clearly specified.
TABLE 4 Destruction grade and interlayer Displacement Angle mapping Table
The limit of the ' elastic interlayer displacement angle ' of the reinforced concrete frame structure is 1/550 and the limit of the ' elastic interlayer displacement angle ' of the reinforced concrete frame structure is 1/50 (national standard of the people's republic of China, 2010) is given in ' building structure earthquake-resistant design specification ' GB 50010-2010. For the limit of the displacement between layers of the steel structure, in the elastic stage, Japan is set as 1/200 of the layer height, the national standard refers to the United states California standard (1988), and the structure with the natural oscillation period of more than 0.7s is set as 1/250 (national standard of the people's republic of China, 2010). For high-rise steel structures, the limit value of the interlayer displacement angle of the building with the danger of II is 1/67 according to the American ATC3-06 regulation; in the American AISC 'House Steel Structure earthquake resistance Specification' (1997), the elastic displacement angle limit is 1/300, for the frame-center support structure in the dual lateral force resisting system, the large earthquake displacement angle amplification factor is 5, and the elastic-plastic displacement angle limit is 1/60. For the frame-eccentric support structure, the amplification factor of the large-vibration displacement angle is 4, and the corresponding elastic-plastic displacement angle limit value is 1/75. The national standard 'building structure earthquake-resistant design standard' GB 50010-2010 indicates that the steel structure has better ductility under the condition that the member is not stably damaged, and the limit value of the displacement angle between the elastic-plastic layers can be properly widened to 1/50. The experimental results of 27 steel beam-column assemblies are analyzed by the Gao-Xiaowang statistics, and the limit value of the displacement angle between the steel frame layers calculated by the large earthquake deformation checking is recommended to be 1/60 (Gao-Xiaowang, 1989).
For the structure type of the power transmission tower, the design technical specification of the tower structure of the overhead transmission line (DLT5154-2012) specifies that under the combined action of long-term load effects, the calculated deflection of the tower is in accordance with the specification of tables 5-9 (electric power industry standard, 2012).
TABLE 5 calculated deflection of the towers (excluding base inclination and stay point displacement)
And h is the height from the top surface of the longest leg base of the tower to the calculation point.
(3) Index of energy damage
House originally proposed an energy concept in structural seismic design, and existing seismic design methods and techniques can also be interpreted using the idea of energy (yan jinxin, 2012). Under the action of an earthquake, structures dissipate in multiple forms of energy (schroedering, 2016). However, the structural damage index established from the energy viewpoint is complex to calculate and is difficult to be widely applied.
(4) Dual damage indicators for deformation and energy
The dual damage index of deformation and energy proposed by Park and Ang in 1985, taking into account the maximum deformation and accumulated hysteresis energy, the damage index DI is defined as:
for a single degree of freedom system, DI in the formula represents the dual damage indicator of deformation and energy, δmIs the maximum displacement, δuIs ultimate displacement, [ integral ] dEhIs hysteretic energy, Q, in the seismic time periodyTo yield strength, β is a parameter of the system; for a multi-degree-of-freedom system, DI represents the damage index of a unit, and the damage index of the whole system needs to comprehensively consider all units.
The deformation and energy dual damage indexes simultaneously consider the maximum deformation and accumulated damage effects, are relatively reasonable, but are complex to calculate and difficult to widely apply.
At present, the damage grade of the transmission tower structure is not clear, and the damage grade is mainly judged through a prototype test. The existing damage indexes are few, and the position and the degree of damage are difficult to reflect. Therefore, it is necessary to provide a damage assessment method for the transmission tower structure, select damage indexes of the transmission tower structure, provide the damage level of the transmission tower structure, and assess the damage level of the transmission tower structure by adopting an elastic-plastic static force push-cover analysis mode.
The invention provides the damage grade of the transmission tower structure and the corresponding macroscopic phenomenon, adopts the internode displacement angle as the damage index, adopts the elastic-plastic static push analysis mode, can conveniently display the damage position and the damage degree of the transmission tower structure, and evaluates the damage grade of the transmission tower structure. And a foundation is provided for the vulnerability analysis of the transmission tower structure.
The damage judgment method provided by the invention can provide a basis for monitoring and evaluating the transmission tower structure in practical engineering.
The invention mainly solves the technical problem of damage assessment of the transmission tower structure, and provides an assessment method.
The invention provides damage grade division and a corresponding macroscopic phenomenon of a transmission tower structure.
TABLE 6 Pole tower structure damage level and corresponding macroscopic phenomena
The invention provides a corrected internode displacement angle (ISDR), which is the ratio of the maximum horizontal displacement of a transmission tower structure after deducting the rotation deformation to the internode height under the action of wind load or a standard value of a multi-earthquake. Instead of applying the concept of the inter-layer displacement angle of the structure directly to the transmission tower, the rotational deformation occurring at the bottom of each internode (excluding the first internode) of the transmission tower structure is eliminated. In the building structure earthquake-resistant design code GB 50010-2010, it is stipulated that if the height of a high-rise building exceeds 150m, or the aspect ratio is greater than 6, the floor level absolute displacement value caused by the overall bending of the structure can be deducted.
In the formula: i is the internode number; ISDR (i) is the i-th internode corrected internode displacement angle; t is time t in the time course response analysis; u. ofi(t) and ui-1(t) displacement of the top and bottom at time t, respectively; h isiAnd hi-1The height of the top and bottom of the ith internode, respectively; thetai-1(t) is the angle of rotation at time t between the i-1 st nodes.
The internodes used by the invention are distributed on the whole tower relatively uniformly, and the tower body and the parts below the tower body are divided according to complete segments, and the method is combined with the figure 2. For the tower head part, the internode division is considered to be close to the internode height of the tower body part.
(3) The invention obtains the corresponding relation between the damage grade and the damage index based on the corrected internode displacement angle through statistical analysis by performing static push analysis on power transmission towers such as cat head type, wine glass type, direct current tangent tower, dry type tower, double-circuit tangent tower, double-circuit angle tower and the like.
And (3) obtaining the corrected internode displacement angles corresponding to different damage grades according to the corresponding relation between the damage grades and the damage indexes of the transmission tower structure, as shown in table 7.
Table 7 damage grade table for transmission tower structure
(4) The method carries out damage assessment on the transmission tower structure, carries out static force push analysis aiming at specific working conditions, finds the maximum corrected internode displacement angle of the transmission tower structure, divides a table according to damage grades, and carries out damage assessment on the transmission tower structure.
Example 3
The alternating-current ZM2 tangent tower is a first-base 1000kV transmission line prototype test tower in China, and is in a cat-head shape, a lead is 8 XLGJ-500/35, a middle phase is a V string, left and right phases are I strings, and a ground wire is JLB 20A-185. The maximum design wind speed is 28m/s, the maximum ice coating is 10mm, the design horizontal span is 530m, the vertical span is 650m, and the minimum vertical span is 200 m. The test tower has the height of 59m, the total height of 79.3m, the root opening of 16.66m and the tower weight of 59 t. The main material of the tower body and the main material of the lower crank arm part of the tower head adopt Q420 high-strength steel, the maximum specification of the main material angle steel of the tower legs is Q420L 200 multiplied by 20, and the Q420 high-strength steel 11.8t is used by the whole tower and accounts for 20 percent of the proportion of the whole tower. The rest part adopts round section steel materials, and the strength is Q235 or Q420. The ZM2 tangent tower single line diagram comprises: the main material 1, the inclined material 2 and the auxiliary material 3 are combined with the figure 3, wherein the red line marks the application position of the Q420-level high-strength steel. The loading conditions are shown in the table.
TABLE 7 test Tower load conditions
Obtaining corrected internode displacement angle under different loads by static force push-cover analysis
Determination of damage rating
And judging the damage grade of the transmission tower structure under different loading grades according to the damage grade table of the transmission tower structure.
Table 8 table for damage grade of transmission tower structure
When the load reaches 100%, the structure of the transmission tower is slightly damaged, and when the load reaches 120%, the structure of the transmission tower is slightly damaged.
Example 4
The internodes used by the invention are relatively uniformly distributed on the whole tower, and the tower body and the parts below the tower body are divided according to complete segments. For the tower head part, the internode division is considered to be close to the internode height of the tower body part.
The method adopts different lateral force distribution forms to simulate the shear force distribution of the structure under the action of the earthquake, the different lateral force distribution forms have great influence on an analysis result, the method adopts an inverted triangular load mode to simulate the earthquake force, and the lateral force of each node on the power transmission tower is determined according to the following formula:
in the formula: fi-horizontal seismic action normalized value for node i;
Gi、Gj-the representative values of the gravity loads concentrated in nodes i, j, respectively;
Hi、Hj-calculating the height for nodes i, j, respectively;
FEkand the seismic standard value is obtained.
The static force push analysis is carried out on the extra-high voltage transmission tower structure, the corrected internode displacement angle is taken as a horizontal axis, the tower bottom shearing force is taken as a static force push curve of a longitudinal axis, and the corrected internode displacement angle with the maximum elastic section in the curve is the limit value of the elastically corrected internode displacement angle.
According to the method, the damage grade of the extra-high voltage transmission tower structure is divided according to the corresponding relation between the damage grade of the extra-high voltage transmission tower structure and the limit value of the internode displacement angle of elastic correction.
Example 5
Based on the same invention concept, the invention also provides a transmission tower structure damage evaluation system, which comprises a calculation module, a selection module and an evaluation module:
a calculation module: the method comprises the steps that a model for constructing the evaluated transmission tower obtains internode displacement of the transmission tower by adopting a static force pushing and covering mode, and calculates an internode displacement angle corrected by the transmission tower;
a selection module: the system comprises a controller, a controller and a controller, wherein the controller is used for selecting a maximum corrected internode displacement angle from internode displacement angles of a transmission tower and selecting a damage index according to the maximum corrected internode displacement angle;
an evaluation module: and (5) evaluating the damage state of the transmission tower structure according to the damage index.
The calculation module comprises a division submodule, an acquisition submodule and an internode displacement angle submodule;
dividing sub-modules: dividing the transmission tower model into a plurality of sections, and acquiring displacement data of each section;
obtaining a submodule: the displacement data of each section is used for calculating the displacement angle between the sections according to the ratio of the maximum horizontal displacement of the transmission tower structure to the height between the sections;
internode displacement angle submodule: for subtracting the rotation angle of the next segment from the internode displacement angle to obtain a corrected internode displacement angle.
The selection module comprises a simulation submodule, a limit submodule, a threshold submodule and an index submodule:
a simulation submodule: simulating earthquake through an inverted triangular load mode to calculate the shear distribution of the transmission tower under different earthquake actions;
a limit submodule: the method comprises the steps that a static push curve of the transmission tower is established for correcting internode displacement angles and shearing force distribution of the transmission tower, and the limit value of the corrected internode displacement angles is obtained;
a threshold submodule: setting a threshold value for each damage index by using a multiple of the limit value;
an index submodule: and the threshold value is used for setting each damage index, and determining the damage index corresponding to the threshold value interval where the maximum corrected internode displacement angle of the transmission tower is located.
The evaluation module comprises a selection submodule, a maximum internode displacement angle submodule, a judgment submodule and a state submodule:
selecting a submodule: the displacement data of each section is used for selecting the maximum horizontal internode displacement in the displacement;
maximum horizontal internode displacement submodule: for calculating a maximum modified internode displacement angle for the maximum internode horizontal displacement;
a judgment submodule: the device is used for judging the threshold interval where the maximum internode displacement angle is positioned to obtain a corresponding damage index for the maximum corrected internode displacement angle;
a status sub-module: the method is used for damage indexes and evaluating the damage state of the transmission tower structure.
As will be appreciated by one skilled in the art, embodiments of the present application may be provided as a method, system, or computer program product. Accordingly, the present application may take the form of an entirely hardware embodiment, an entirely software embodiment or an embodiment combining software and hardware aspects. Furthermore, the present application may take the form of a computer program product embodied on one or more computer-usable storage media having computer-usable program code embodied therewith, including but not limited to disk storage, CD-ROM, optical storage, and the like.
The present application is described with reference to flowchart illustrations and/or block diagrams of methods, apparatus systems, and computer program products according to embodiments of the application. It will be understood that each flow and/or block of the flow diagrams and/or block diagrams, and combinations of flows and/or blocks in the flow diagrams and/or block diagrams, can be implemented by computer program instructions. These computer program instructions may be provided to a processor of a general purpose computer, special purpose computer, embedded processor, or other programmable data processing apparatus to produce a machine, such that the instructions, which execute via the processor of the computer or other programmable data processing apparatus, create means for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be stored in a computer-readable memory that can direct a computer or other programmable data processing apparatus to function in a particular manner, such that the instructions stored in the computer-readable memory produce an article of manufacture including instruction means which implement the function specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
The present invention is not limited to the above embodiments, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention are included in the scope of the claims of the present invention which are filed as the application.
Claims (10)
1. A method for evaluating damage of a transmission tower structure is characterized by comprising the following steps:
obtaining the internode displacement of the transmission tower by adopting a static force pushing and covering mode based on a model constructed for the evaluated transmission tower, and calculating the corrected internode displacement angle of the transmission tower;
selecting a maximum corrected internode displacement angle from internode displacement angles of the transmission tower, and selecting a damage index according to the maximum corrected internode displacement angle;
and evaluating the damage state of the transmission tower structure based on the damage index.
2. The method of claim 1, wherein calculating a modified internode displacement angle of a transmission tower based on the internode displacement of the transmission tower obtained by static force push-over based on the model constructed for the transmission tower being evaluated comprises:
dividing the transmission tower model into a plurality of sections, and acquiring displacement data of each section;
calculating an internode displacement angle according to the ratio of the maximum horizontal displacement of the transmission tower structure to the internode height based on the displacement data of each segment;
subtracting the rotation angle of the next segment based on the internode displacement angle to obtain a corrected internode displacement angle.
3. The method of claim 2, wherein selecting a maximum corrected internode displacement angle from the internode displacement angles of the transmission towers, and selecting the damage index by the maximum corrected internode displacement angle, comprises:
simulating earthquake through an inverted triangular load mode to calculate the shear distribution of the transmission tower under different earthquake actions;
establishing a static push curve of the transmission tower based on the corrected internode displacement angle and the shearing force distribution of the transmission tower to obtain a limit value of the corrected internode displacement angle;
setting a threshold value for each damage index by taking the multiple of the limit value;
and determining the damage index corresponding to the threshold interval in which the maximum corrected internode displacement angle of the transmission tower is located based on the threshold set by each damage index.
4. The method of claim 3, wherein establishing a tower static push curve based on the tower corrected internode displacement angle and shear distribution to obtain a limit for the corrected internode displacement angle comprises:
based on the static push curve, the internode displacement angle of the line elastic section in the curve which is corrected maximally is the limit value of the elastic internode displacement angle.
5. The method of claim 4, wherein the evaluating the damage status of the transmission tower structure based on the damage indicators comprises:
selecting the maximum horizontal internode displacement in the displacement based on the displacement data of each section;
calculating a maximum corrected internode displacement angle based on the maximum internode horizontal displacement;
based on the maximum corrected internode displacement angle, judging a threshold interval in which the maximum internode displacement angle is positioned to obtain a corresponding damage index;
and evaluating the damage state of the transmission tower structure based on the damage index.
6. The method of claim 5, wherein the internode displacement angle is calculated as:
in the formula: i is the internode number; ISDR (i) is the i-th internode corrected internode displacementAn angle; t is time t in the time course response analysis; u. ofi(t) and ui-1(t) displacement of the top and bottom at time t, respectively; h isiAnd hi-1The height of the top and bottom of the ith internode, respectively; thetai-1(t) is the angle of rotation at time t between the i-1 st nodes.
7. The utility model provides a transmission tower structure damage evaluation system which characterized in that includes calculation module, selection module and evaluation module:
the calculation module: obtaining the internode displacement of the transmission tower by adopting a static force pushing and covering mode and calculating the corrected internode displacement angle of the transmission tower for a model constructed for the evaluated transmission tower;
the selection module: the system comprises a controller, a controller and a controller, wherein the controller is used for selecting a maximum corrected internode displacement angle from internode displacement angles of a transmission tower and selecting a damage index according to the maximum corrected internode displacement angle;
the evaluation module: and evaluating the damage state of the transmission tower structure according to the damage index.
8. The system of claim 7, wherein the calculation module includes a divide sub-module, an acquire sub-module, and an internode displacement angle sub-module;
the division submodule: dividing the transmission tower model into a plurality of sections, and acquiring displacement data of each section;
the acquisition submodule: the displacement data of each section is used for calculating an internode displacement angle according to the ratio of the maximum horizontal displacement of the transmission tower structure to the internode height;
the internode displacement angle submodule: for subtracting the rotation angle of the next segment from the internode displacement angle to obtain a corrected internode displacement angle.
9. The system of claim 8, wherein the selection module includes a simulation sub-module, a limit sub-module, a threshold sub-module, and an indicator sub-module:
the simulation submodule is: simulating earthquake through an inverted triangular load mode to calculate the shear distribution of the transmission tower under different earthquake actions;
the limit submodule: the method comprises the steps that a static push curve of the transmission tower is established for correcting internode displacement angles and shearing force distribution of the transmission tower, and the limit value of the corrected internode displacement angles is obtained;
the threshold submodule: setting a threshold value for each damage index by taking the multiple of the limit value;
the index submodule: and the threshold value is used for setting each damage index, and determining the damage index corresponding to the threshold value interval where the maximum corrected internode displacement angle of the transmission tower is located.
10. The system of claim 9, wherein the evaluation module includes a select sub-module, a maximum internode displacement angle sub-module, a judge sub-module, and a status sub-module:
the selection submodule comprises: the displacement data of each section is used for selecting the maximum horizontal internode displacement in the displacement;
the maximum horizontal internode displacement submodule: for calculating a maximum modified internode displacement angle for the maximum internode horizontal displacement;
the judgment submodule is: the device is used for judging the threshold interval where the maximum internode displacement angle is positioned to obtain a corresponding damage index for the maximum corrected internode displacement angle;
the status sub-module: and the method is used for evaluating the damage state of the transmission tower structure according to the damage index.
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| CN113641945B (en) * | 2021-08-12 | 2023-08-01 | 福州大学 | Inclined frame performance state evaluation method and system |
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