78 results about "Seismic damage" patented technology

The invention relates to the technical field of bridge structure health monitoring, and particularly provides a bridge earthquake damage rapid assessment method and system, and the method comprises the steps: carrying out the cross-modal coupling calibration of a time-history sudden change feature and a phase of a space energy spectrum, and generating a high-confidence three-dimensional dynamic response field; inputting the spatial gradient distribution characteristics into a nonlinear material state inversion program, performing path integrity verification in combination with an energy dissipation path, and outputting a potential damage topology boundary of the bridge; dividing an output bridge potential damage topological boundary into discretized damage units, and mapping strain constraints of the discretized damage units into triple decision-making indexes including a traffic capacity attenuation coefficient, an emergency disposal aging threshold value and an aftershock risk level through a bridge structure function attenuation rule. The system comprises a mixed field dynamic response reconstruction module, a damage sensitive domain reverse locking module and a function level damage quantitative mapping module. According to the method, deterministic mapping of the bridge structure damage state and the engineering function index is realized.

The invention discloses a transmission tower vulnerability analysis method and system based on seismic simulation, and belongs to the technical field of electric power facility disaster prevention, and the method comprises the steps: correcting bedrock seismic oscillation parameters based on equivalent shear wave velocity, and generating a high-precision earth surface PGA distribution diagram; automatically positioning a key node layer through eigenvalue decomposition, reducing the order of the three-dimensional model of the power transmission tower into a two-dimensional series multi-degree-of-freedom model, and outputting a layer mass vector, a condensation stiffness matrix and rod piece bending stiffness; performing time-history analysis by using the corrected PGA-driven reduced-order model to generate an earthquake damage probability; the multi-source remote sensing data and the PGA are fused, the landslide space probability is output through a deep learning model, and the impact strength and the landslide kinetic energy are calculated to judge the landslide damage probability; and based on the dual-threshold condition triggering probability union set, calculating a comprehensive damage probability, and generating a three-dimensional vulnerable curved surface. According to the method, the problems of high missing report rate and low calculation efficiency of single disaster assessment are solved, and minute-level accurate early warning of the composite disaster risk of the power transmission tower is realized.

Disclosed in the present disclosure is a fast evaluation method of site seismic liquefaction hazard based on artificial intelligence algorithm: establishing a historical seismic and site information database, the database including a demand input module, a web crawler module, a data processing module, and a database module connected in sequence; a neural network model performs prediction to acquire a post-earthquake site dominant frequency; and, on the basis of the post-earthquake site dominant frequency, acquiring a site earthquake damage degree and seismic performance parameters. The present disclosure solves the problem of fast evaluating post-earthquake site earthquake damage and site seismic performance parameters, and can rapidly evaluate the site liquefaction or softening earthquake damage degree and site seismic performance parameters in given earthquake conditions.

The invention discloses a bridge pile group system earthquake damage rapid assessment method fusing Hilbert-Huang transformation and physical prior, belongs to the technical field of civil engineering and building earthquake resistance, and aims at solving the problems that a traditional method is lagged, physically unreasonable and limited in local monitoring. The method comprises the following steps: S1, model training and embedding: before an earthquake, constructing a deep learning model, and embedding a pile-soil vibration control equation and boundary conditions in the model as loss function constraint terms; s2, establishing a damage mapping relation: before an earthquake, establishing a quantitative mapping relation between a frequency domain index representing the overall dynamic characteristics of the system and an engineering demand parameter representing the local plastic damage degree; and S3, post-earthquake real-time evaluation: determining the overall damage degree and damage position of the structure according to the extracted frequency domain index difference on the basis of the established quantitative mapping relation during an earthquake.

The invention discloses an urban agglomeration anti-seismic damage prediction method and system based on an unmanned aerial vehicle technology and a deep learning model. The method comprises the following steps: constructing a typical building multi-angle aerial image database and a building earthquake damage database under different load coupling effects; training an urban building group identification model based on the aerial photo database to identify the type, geometry and texture information of the building; constructing and training horizontal and vertical seismic oscillation amplification coefficient prediction models for correcting seismic oscillation intensities under different topographic conditions; a typical building earthquake damage prediction model is constructed and trained, and the building damage grade is predicted in combination with the corrected earthquake vibration intensity; and finally, realizing three-dimensional visualization of the damage condition of the urban building group through a damage grade imaging module. According to the method, the problems of inaccurate urban building group modeling information, large earthquake damage analysis workload and low precision in the prior art are solved, and a scientific basis is provided for construction and evaluation of tough cities.

The invention discloses a method for identifying a seismic response rule of a side slope containing a ductile shear zone in a vibration table test, and belongs to the technical field of side slope seismic response monitoring. Comprising the following steps: S1, carrying out a vibration table similar material test according to rock mass mechanical parameters and a Buckingham Pi similarity theorem, and constructing a slope physical model containing a ductile shear zone; s2, acceleration sensors are arranged from the slope surface to the interior of the slope in the horizontal direction and the vertical direction; s3, carrying out a vibration table experiment until the model is completely damaged, and recording original data; and S4, processing and analyzing the original data, and carrying out acceleration response analysis. According to the method and the device, the defect that the conventional earthquake damage mode for the tough shear band edge / landslide is not considered from the monitoring physical quantity in the tough shear band edge / landslide slope body and the characteristic parameters of the landslide body is overcome.

The invention relates to the technical field of earthquake damage prediction, in particular to a mountain fallen layer structure earthquake damage prediction method based on machine learning, and the method comprises the steps: building a numerical model database of a mountain fallen layer structure; applying seismic oscillation excitation of different levels to each structure model in the numerical model database, and obtaining corresponding anti-seismic performance indexes through nonlinear time-history analysis; analyzing an influence rule of the structural design parameters on the anti-seismic performance based on the anti-seismic performance indexes; by taking the structural design parameters and the seismic oscillation parameters as input features and the seismic performance indexes as output features, constructing a mountain fallen layer structure seismic damage prediction model by adopting a machine learning algorithm; performing training optimization on the earthquake damage prediction model; and inputting structural design parameters and seismic oscillation parameters of a to-be-predicted structure into the optimized seismic damage prediction model, and outputting a corresponding seismic damage response prediction result. And the earthquake damage prediction efficiency and accuracy of the mountain building structure are improved.

The present invention discloses a method and system for dynamically evaluating the seismic performance of existing buildings based on digital twins, and relates to the technical field of building seismic evaluation. The method includes collecting building material data and existing building data, pre-processing based on the collected existing building data, adjusting the collected building data based on the main part and the secondary part, and constructing a digital model that is a twin of the existing building based on the building material data and the adjusted building data; model verification, comparing the constructed existing building model with the existing collection parameters, testing the existing building model with a simulated earthquake, presetting seismic damage data, and summarizing the seismic data for comparison with the seismic damage data. The present invention divides the existing building area into the main part and the secondary part. At the same time, the sampling frequency and accuracy of the main part and the secondary part are adjusted through an algorithm, thereby reducing the model complexity while maintaining the model accuracy and reducing the demand for computing resources.

The invention provides a tunnel system safety evaluation method based on a unit danger coefficient. The tunnel system safety evaluation method comprises the following specific steps that surrounding rock and lining structure unit danger coefficients are defined; an anchor rod unit danger coefficient is defined, and danger coefficients of an anchor rod body and an anchor rod interface are defined; defining a surrounding rock-anchor rod-lining system and a safety evaluation index, defining the surrounding rock-anchor rod-lining system formed by a rock mass, an anchor rod and a lining within an anchor rod reinforcing range, and establishing a danger coefficient index of the surrounding rock-anchor rod-lining system; and a damage grading standard is established, and a tunnel damage grading standard based on the unit danger coefficient EDC is established in combination with a gravity dam earthquake damage analysis result. According to the method, the surrounding rock-anchor rod-lining system can be used for evaluation, the danger degree of the surrounding rock, the anchor rod and the lining of each part of the tunnel and the danger degree of the surrounding rock-anchor rod-lining system can be visually given, the stability of the tunnel can be evaluated very conveniently, and engineering design can be guided.

The application discloses an assembly underground station structure beam slab column joint pseudo-dynamic test device and method, belongs to the field of assembled underground structure seismic resistance technology, and comprises a test specimen model, a counterforce wall, a transverse actuating mechanism, a hinged support, a clamping support and a longitudinal actuating mechanism, the test specimen model is composed of multiple prefabricated components; the counterforce wall comprises vertically arranged counterforce wall vertical walls and horizontally arranged counterforce wall bases; the transverse actuating mechanism is fixedly arranged on the inner side of the counterforce wall vertical wall and connected with the top end of the prefabricated upper column, is used for transmitting reciprocating load to simulate transverse seismic action; the hinged support is fixedly connected on the counterforce wall base; the clamping support is fixedly connected with the test specimen model and is used for simulating earth pressure applied to the test specimen model on both sides of the station structure; the longitudinal actuating mechanism is fixedly connected on the counterforce frame, the longitudinal actuating mechanism acts on the top end of the prefabricated upper column and applies axial compression to simulate top earth pressure and road surface load. The application can intuitively simulate the seismic damage process and the form of the large underground structure joint.

The invention discloses a bridge earthquake damage rapid assessment method and system, and relates to the technical field of bridge earthquake damage assessment. According to the method, the acceleration response data of the key components of the bridge is taken as input, and the overall earthquake damage state of the bridge is quickly judged by constructing an association graph structure among the multiple components of the bridge and utilizing a graph neural network model. The method comprises the following steps: acquiring acceleration time history data of a bridge pier, a bridge abutment and a support under the action of an earthquake; preprocessing the acceleration time history data and extracting time sequence features; constructing a graph structure based on the response correlation of each component; and inputting the component features and the graph structure into the graph neural network model for reasoning, and outputting the earthquake damage level of the bridge. According to the method, multi-component damage information can be fully fused under the condition that the number of sensors is limited, the accuracy and efficiency of bridge post-earthquake damage evaluation are remarkably improved, and the method is suitable for post-earthquake emergency evaluation and bridge safety rapid judgment scenes.

This utility model relates to the field of bridge seismic resistance technology, and particularly to a seismic toughness protection structure for high-speed railway box girder bridges. The structure is installed in the gap between the pier and the main girder. It includes three sets of support blocks, each set comprising two support block units. The two support block units in the same set are spaced apart along the longitudinal direction of the bridge. Each support block unit is located near the top edge of the pier, and the vertical distance between the top surface of each support block unit and the bottom surface of the main girder does not exceed 4 cm. This design provides a displacement of more than 1 m in any horizontal direction after the main girder is dislodged, significantly improving the bridge structure's ability to withstand strong earthquakes. The support blocks ensure that the main girder maintains an upright posture after dislodging, preventing slippage and lateral collisions with the piers, thereby greatly reducing seismic damage to the main girder and pier foundations. Simultaneously, it effectively controls track deformation and damage, maximizing the safety of trains traveling on the bridge.

The invention relates to a structure period segment division method based on structure dynamic response similarity, which is characterized in that on the basis of structure dynamic response under seismic action, objective division of structure period segments is realized by constructing response characteristic matrixes corresponding to different structure periods and introducing a fuzzy clustering mechanism to perform unsupervised classification on the structure periods. According to the method, linear and non-linear structure response characteristics are considered at the same time, the optimal period segmentation number and the boundary threshold are determined in combination with the clustering effectiveness evaluation index, and a more accurate thought and method are provided for more rapidly evaluating seismic damage of the structure in the specific period range and matching input vibration of the structure in the specific period range.

The application relates to a soil-structure complex interaction finite element analysis method and device, which comprises the following steps: calling relevant material parameters from a material information database according to material naming; carrying out grid division on a soil body and a structure model, and extracting a material characteristic calculation unit stiffness matrix according to the material information database; determining the actual distance between contact surfaces with plastic displacement according to the plastic displacement between the soil and the structure; calculating the contact node force of each unit through a linear programming calculation method with a contact condition; calculating the unit node displacement and the plastic displacement through an initial stress method, and iteratively obtaining the displacement result, and judging the output strain and stress or re-modifying through a relative difference percentage. Compared with the prior art, the application has higher calculation efficiency for the constitutive of the soil body and the structure, can meet the needs of rapid seismic damage assessment under multiple scenes on one hand, and has strong transplantability on different research problems on the other hand.

The invention provides an earthquake damage RC component damage assessment method based on eye movement attention, and the method comprises the steps: constructing a damage building image data set containing different damage types and scenes, and carrying out the standardization processing; performing injury assessment by a professional engineer under an eye movement tracking device, and synchronously acquiring eye movement data; performing cleaning, track correction and thermodynamic diagram generation on the eye movement data, and constructing an attention map; a deep learning model fusing eye movement attention is designed, an original image and an attention map are spliced and input, features are extracted through an encoder-decoder structure, a feature pyramid is constructed, a cross entropy loss function and an Adam optimizer are adopted for model training and optimization, and a damage level is output. According to the invention, by introducing an expert eye movement attention mechanism, the reliability and interpretability of the deep learning model in post-earthquake assessment are significantly improved, and an effective technical means is provided for rapid and accurate earthquake damage assessment.

The utility model discloses a U-shaped damper damping cable support which comprises a bottom plate, a U-shaped damper installed on the bottom plate, a top plate installed on the U-shaped damper and a plate-shaped cable support vertically installed on the top plate, and a plurality of cable through holes are formed in the cable support. The U-shaped damper has the advantages that energy input by an earthquake is dissipated through hysteretic deformation of the energy dissipation section of the U-shaped damper under the action of the earthquake, the vertical plate-shaped cable support is provided with a plurality of cable through holes, horizontal displacement of a supported cable can be reduced, the cable is protected from being damaged by the earthquake, and the U-shaped damper is easy to replace after the earthquake, simple in structure and large in cable capacity.

The application relates to the technical field of disaster prevention and disaster reduction and resilience evaluation of urban infrastructure, and discloses an urban traffic system anti-seismic resilience evaluation system, which comprises a post-earthquake damage evaluation unit, an economic loss evaluation unit, a post-earthquake function evaluation unit, a repair and recovery simulation unit, a weak link identification unit, an anti-seismic resilience evaluation unit and a post-earthquake accessibility analysis unit. The system determines the self seismic damage state of roads and bridges through Monte Carlo simulation and traffic unit vulnerability curve, and determines the final damage state of the traffic unit in combination with the influence of the collapse of street buildings and the blocking of debris; direct economic loss and traffic capacity loss are calculated according to the final damage state, the repair and recovery process is simulated, the weak link is identified, the function-time curve is drawn, the resilience loss index is calculated, and the accessibility analysis of emergency services is carried out based on the post-earthquake road network state, so as to provide support for the anti-seismic planning of the urban traffic system and the post-earthquake repair decision.

The present application relates to the technical field of railway track inspection, and particularly relates to a high-speed railway intelligent track inspection operation robot operation monitoring method and system, the present application combines track turnout state data and seismic influence data to analyze abnormal conditions of track passage detection conditions, and according to the analysis result, analyzes the threat degree of the execution environment of the robot post-earthquake track inspection operation task; combining the robot's own operation data and track turnout state data, analyzes the abnormal conditions of the robot post-earthquake track inspection operation task's own operation control; based on the execution environment threat degree of the robot post-earthquake track inspection operation task, the abnormal conditions of the robot post-earthquake track inspection operation task's own operation control, the track inspection operation risk of the robot post-earthquake track inspection operation task is evaluated; according to the evaluation result, the robot emergency braking early warning is realized, so as to guarantee the operation safety of the inspection robot in the earthquake destructive environment, and the intelligent level of the high-speed railway post-earthquake track inspection operation is significantly improved.

This invention relates to a seismic design method for a weakly connected structure, mainly comprising the following steps: A cantilever member extends outward from the main tower to provide a support sliding surface for the weakly connected structure; a horizontal steel plate is embedded in the top surface of the cantilever member, and a low-friction coefficient sliding material is laid on the embedded horizontal steel plate; the weakly connected structure is made of steel, with the steel beams of the weakly connected structure having reduced beam height near the support nodes to form a variable cross-section, and the ends of the steel beams resting on the low-friction coefficient sliding material; the floor slabs of the weakly connected structure are connected to the steel beams by studs, and the reinforcing bars of the floor slabs are anchored into the adjacent main towers on both sides. Using this invention for structural design ensures that the connected structure does not experience component failure under minor earthquakes and wind loads; and under major earthquakes, it does not suffer severe seismic damage such as the collapse of the connected structure, effectively protecting the safety of the overall structure.

Provided is an experimental device for analyzing seismic damage to a slope under coupled action of ground motion and bedrock dislocation. The experimental device includes a seismic motion excitation system and a bedrock fault dislocation system. The seismic motion excitation system includes a shaking table, a shaking table platen, a plurality of vertical actuators, and a horizontal actuator, enabling bidirectional seismic motion input. The bedrock fault dislocation system includes a lifting box, a fixed box, a slope adjustment actuator, inclination adjustment reaction devices, and pushing actuators. A required slope gradient is achieved by jacking up the lifting box using the slope adjustment actuator, and relative fault dislocation is realized by pushing a movable bottom plate of the lifting box using the pushing actuators. Operating the seismic motion excitation system and the bedrock fault dislocation system simultaneously enables experimental analysis of seismic damage to a slope under coupled action of ground motion and bedrock dislocation.

The invention provides a swing wall reinforced concrete structure design method based on toughness, which comprises the following steps: analyzing earthquake damage of an existing concrete structure, and evaluating the anti-seismic toughness level of the existing concrete structure according to an analysis result, so as to determine an anti-seismic toughness improvement target of the existing concrete structure; preliminarily determining design parameters for reinforcing the swing wall; the earthquake damage of the reinforced concrete structure is analyzed, the anti-seismic toughness level of the reinforced concrete structure is evaluated according to the analysis result, so that whether the anti-seismic toughness improvement target of the existing concrete structure is met or not is determined, and the design parameters, meeting the anti-seismic toughness improvement target, of swing wall reinforcement are obtained according to the determination result; the method has the beneficial effects that quantitative toughness evaluation and a reinforcing design scheme are organically combined, and a reinforcing design method of the existing reinforced concrete frame structure and the frame-shear wall structure is established by adopting a novel swing wall technology, so that the anti-seismic toughness level of the existing concrete structure is improved.

The invention belongs to the technical field of post-earthquake power system first-aid repair engineering, and provides a post-earthquake traffic path planning method and system, and the method comprises the steps: determining the probability of different road damage levels through a standard normal distribution function based on the seismic surface peak acceleration and road vulnerability parameters; the maximum traffic flow allowed by the road is obtained by introducing the lane width, the lane number and the earthquake damage correction coefficient; and with the purpose of obtaining the shortest passing time and path between any node pairs of the whole traffic network, updating the passing time matrix and the path recording matrix through iteration, and obtaining the shortest passing time matrix of the whole network and the corresponding path recording matrix through multiple times of iteration. The traffic network state can be rapidly and accurately evaluated after an earthquake by considering earthquake oscillation, road damage and passing time, comprehensively considering multi-stage road damage probability and post-earthquake passing capacity correction and internalizing surface peak acceleration and road vulnerability parameters in a state sensing process.

The invention discloses a seismic damage structure optimal repair decision determination method based on rapid improvement of seismic toughness. The practical and effective optimal repair decision determination method is provided for improving the anti-seismic performance of the earthquake damage structure to the maximum extent. The method comprises the following steps: firstly, extracting end displacement of all beam and column components in an earthquake damage structure, and calculating corners and damage degrees of the beam and column components according to the end displacement; then, calculating the anti-seismic property loss of the components, the floors and the structures by combining the importance coefficients of the components and the floors; on this basis, time and cost required for repairing each component are calculated, and an optimal repairing strategy of the seismic damage structure is determined in combination with a greedy-genetic algorithm; and finally, further determining the optimal repairing sequence of the components on the basis of the optimal repairing strategy by taking the component repairing effect as an evaluation index. The method can provide powerful help for making an actual earthquake damage structure repair decision scheme, and has high engineering application value.

The invention relates to the technical field of seismic damage assessment, and provides a seismic damage assessment method and system based on a gas pipeline and seismic oscillation time history data, and the method comprises the steps: obtaining gas pipeline parameters and actual measurement seismic oscillation time history data of a target region, carrying out the preprocessing of the data, obtaining to-be-assessed data, and improving the data accuracy; a gas pipeline model library is constructed, historical seismic oscillation time history data are collected, a training sample set is obtained through calculation based on the historical seismic oscillation time history data and the gas pipeline model library, an earthquake damage evaluation model is obtained through training, and the evaluation accuracy and comprehensiveness of the earthquake damage evaluation model are guaranteed. Inputting the to-be-evaluated data into the seismic damage evaluation model, generating a damage index of the target area, obtaining a seismic damage evaluation result according to the damage index, and ensuring the real-time performance of the seismic damage evaluation result; the geographic position information of the target area is obtained, and the thermodynamic diagram for visually displaying the distribution condition of the seismic damage severity of the gas pipeline is generated based on the geographic position information and the seismic damage evaluation result corresponding to the target area, so that timely maintenance and rescue are facilitated.

This invention relates to a two-stage intelligent prediction method for seismic damage to underground railway stations, comprising: S1: using a first-stage deep learning prediction model to predict the samples to be predicted, obtaining the first-stage prediction result; S2: calculating the prediction confidence and classification interval based on the prediction probability and the preliminary prediction result of the seismic damage state, and determining whether the first-stage prediction result meets the preset reliability conditions. If it does, the first-stage prediction result is used as the final seismic damage state prediction result; if it does not, proceed to step S3; S3: using a numerical analysis model to perform a verification calculation on the underground railway station to be evaluated, and determining the final seismic damage state prediction result based on the verification calculation result. This invention introduces a second-stage triggering mechanism based on prediction confidence and classification interval, further verifying and analyzing low-confidence samples and class boundary samples, reducing the risk of misjudgment and omission under complex working conditions.

The present invention discloses a transverse bridge direction post-earthquake driving safety analysis method considering the seismic damage state of a longitudinally connected ballastless track-continuous beam bridge system, establishes a vehicle-track-bridge coupling dynamic model considering the seismic damage state, analyzes the post-earthquake damage law of the longitudinally connected ballastless track-continuous beam bridge system, so as to clarify the seismic damage state of key inter-layer components, and conducts a post-earthquake operation safety performance evaluation of the train considering the seismic damage state. It is clarified that the over-limit of the train safety index is significantly stronger when the seismic damage state is considered than when the seismic damage state is not considered. If the seismic damage state is not considered, the judgment of post-earthquake driving safety will be underestimated. It is also clarified that the over-limit risk of the train safety index at different earthquake intensities when the seismic damage state is considered and not considered provides more sufficient protection to avoid the risk of post-disaster driving, which has important practical value.

The present invention discloses a seismic probability analysis method for corroded natural gas pipelines that considers the random spatial correlation of soil parameters. The method comprises establishing a random field model of soil along the pipeline axis; establishing a seismic response model for the corroded natural gas pipeline based on the random field model; performing a probability analysis on the seismic response model of the corroded natural gas pipeline to obtain a probability density function and a cumulative density function; and calculating the failure probability of the corroded natural gas pipeline. The present invention provides a seismic probability analysis method for corroded natural gas pipelines that considers the random spatial correlation of soil parameters to address the inaccuracy of seismic probability analysis for buried corroded natural gas pipelines in the prior art. The method analyzes the seismic damage probability of corroded pipelines while accounting for the uncertainty of soil properties, thereby improving the accuracy of seismic probability analysis.

The present application relates to the field of bridge seismic resistance technology, in particular to a bridge transverse quasi-isolation multi-stage ordered seismic resistance construction method, according to the seismic resistance requirement of the bridge structure under different intensity grades of earthquakes, the performance target of three levels is determined, the reasonable mechanical parameter value method of steel block is proposed, the multi-stage seismic resistance mechanism of quasi-isolation bridge is established, the seismic potential of each component is sequentially played, the seismic damage degree of the bridge can be controlled and reduced according to the expected performance target, and the falling beam phenomenon of the bridge superstructure can be effectively prevented, so that the multi-stage ordered seismic resistance mechanism is realized.

The present application discloses a method, device and equipment for earthquake damage assessment of large-span spatial grid structures, and relates to the technical field of structural earthquake damage assessment. The earthquake damage assessment method includes constructing a finite element model of the large-span spatial grid structure to be assessed; using an artificially simulated earthquake acceleration time history curve and a target earthquake acceleration time history curve to perform time history analysis on the finite element model through an adaptive dynamic incremental time history analysis method, respectively, to obtain the maximum elastic vertical displacement, quasi-collapse displacement, quasi-collapse cumulative plastic energy consumption, target maximum vertical displacement and first structure cumulative plastic energy consumption; calculating the damage index of the large-span spatial grid structure to be assessed, and determining the damage level corresponding to the damage index. The use of the method of the present application can effectively improve accuracy, unify standards, and expand the scope of application.

The invention discloses a double-row slide-resistant pile earthquake damage dynamic evaluation method based on LSTM-entropy weight TOPSIS, and relates to the technical field of earthquake damage dynamic evaluation, and the method comprises the steps: obtaining acceleration data and dynamic earth pressure data of a slide-resistant pile model under the action of earthquake waves; constructing a displacement prediction model on the basis of a long short-term memory (LSTM) network, and obtaining predicted displacement data in combination with the acceleration data and the dynamic earth pressure data; evaluating the prediction effect of the prediction displacement data according to the evaluation index; according to the method, a damage evaluation model is constructed according to an entropy weight method and an approximate ideal solution sorting method (TOPSIS), movable earth pressure data and predicted displacement data are combined, standardized index data and index weights are obtained, then weighted index data are obtained, the correlation closeness degree of the anti-slide pile damage state and the ideal damage state is calculated in combination with an Euclidean distance method, and the damage evaluation result of the anti-slide pile damage state and the ideal damage state is obtained. And determining a damage evaluation result according to the correlation close degree. According to the invention, the accuracy, precision and comprehensiveness of the earthquake damage evaluation method can be improved.