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31 results about "Wind engineering" patented technology

Wind engineering is a subsets of mechanical engineering, structural engineering, meteorology, and applied physics to analyze the effects of wind in the natural and the built environment and studies the possible damage, inconvenience or benefits which may result from wind. In the field of engineering it includes strong winds, which may cause discomfort, as well as extreme winds, such as in a tornado, hurricane or heavy storm, which may cause widespread destruction. In the fields of wind energy and air pollution it also includes low and moderate winds as these are relevant to electricity production resp. dispersion of contaminants.

Tornado testing device for building wind engineering

InactiveCN103913287AFully simulate wind load actionAerodynamic testingMotor driveDrive wheel
The invention provides a tornado testing device for building wind engineering. The tornado testing device can accurately simulate a wind field of a tornado and the wind load effect of the tornado on a building. The tornado testing device comprises stand columns and a motor, wherein longitudinal beams are arranged on the tops of the stand columns, the longitudinal beams are connected with transverse beams, rolling wheels are arranged on the longitudinal beams and move along the longitudinal beams, the rolling wheels are connected with supporting beams, the supporting beams are connected with a vortex generator, the motor drives driving wheels to rotate, driven wheels matched with the driving wheels are arranged on the supporting beams, a platform is arranged below the vortex generator, and the platform is arranged on a lifting device. According to the tornado testing device for the building wind engineering, the shape of vortex wind generated by the vortex generator is similar to the shape of the tornado, the wind speed and the wind direction of the vortex wind can be adjusted, the vertical distance between the vortex wind and a house model can be adjusted, the horizontal movement speed of the vortex wind can also be adjusted, and therefore the wind field of the tornados in different states and the effect of the wind load of the tornados on the building can be fully simulated.
Owner:ZHENGZHOU UNIV

Wind tunnel test device for simulating influence of wind on structure in mountain area

InactiveCN108168830AShorten test timeSolve the inadequacy of not being able to simulate mountainous buildingsAerodynamic testingBuilding simulationWind engineering
The invention discloses a wind tunnel test device for simulating influence of wind on a structure in a mountain area, and relates to the field of structural wind engineering. The wind tunnel test device comprises a building simulation system, a slope simulation system and a pressure measuring tube; the building simulation system is composed of a building model and a building base plate; the slopesimulation system is composed of a front slope subsystem, a building platform, a back slope subsystem and a driving subsystem, the front and back sides of the building platform are in rotatable connection with the front slope subsystem and the back slope subsystem respectively, the building model is mounted on the building platform via the building base plate, and the driving subsystem adjusts andcontrols the height of the building platform as well as the gradient of the front slope subsystem and the back slope subsystem; and the pressure measuring tube penetrates the building base plate andis laid in the building model. The wind tunnel test device can be used to overcome the disadvantage that test device at present does no research on the wind pressure characteristic of the building inthe mountain area, simulate mountain areas of different gradient and height-to-width ratio by changing the gradient of different landform simulated testers, and simulate different distribution forms of the buildings in the mountain area by changing the number and heights of building models.
Owner:CHONGQING JIAOTONG UNIVERSITY

Target track tracking calculation method of wind-driven rain amount

The invention discloses a target track tracking calculation method of a wind-driven rain amount, and belongs to the technical field of wind engineering. The calculation method comprises the steps of on a given wind field incoming flow condition, solving a Reynolds average N-S equation to obtain a circle flow field of a building; according to an area to be calculated, establishing a virtual plane, and calculating a sample track end point of a sample track on the area to be calculated or the virtual plane; through a surrogate model method, and according to a sample track starting point and the sample track end point, establishing a function relation formula regarding the coordinate relation of a raindrop starting point and end point; given a raindrop track end point coordinate on the area to be calculated, calculating a raindrop track starting point coordinate; solving a raindrop motion equation to obtain an effective track, and according to the effective track, calculating collection rate distribution in the area to be calculated. According to the target track tracking calculation method of the wind-driven rain amount, accurate calculation of collection rates on the back face, lee side, the boundary and the corner point area of the building is achieved, and compared with an existing method, the needed raindrop track calculation amount is remarkably lowered.
Owner:BEIHANG UNIV

OpenFOAM-based method for simulating complex terrain surface roughness

ActiveCN108664705AAvoid manual processesSignificant distribution changeDesign optimisation/simulationSpecial data processing applicationsTerrainWind engineering
The invention belongs to the field of computing wind engineering, and discloses an OpenFOAM-based method for simulating complex terrain surface roughness. The method comprises the following steps of 1) building a complex terrain CFD model, and generating a refined grid; 2) extracting surface roughness length data of the complex terrain CFD model, converting a surface roughness length into a surface cover vegetation height, and providing an accurate data basis for simulating an influence of a surface cover vegetation on a wind field of a complex terrain; 3) calculating resistance coefficients of the surface cover vegetation to the wind field at different heights, and then converting the surface cover vegetation height into the corresponding resistance coefficient; and 4) adding the resistance coefficient and a resistance item of the surface cover vegetation by using OpenFOAM, thereby obtaining a more accurate complex terrain wind field characteristic simulation result. A program language supported by a computer is used; the influence of the surface roughness on the wind field of the complex terrain is considered; and therefore, the numerical simulation accuracy of the wind field ofthe complex terrain is improved.
Owner:HUAZHONG UNIV OF SCI & TECH

A turbulence characteristic calculation method for near-stratum strong wind

ActiveCN109902327AEffective use of utilizationIncrease the number of countable variablesSpecial data processing applicationsICT adaptationSonificationConversion coefficients
The invention discloses a turbulence characteristic calculation method for near-stratum strong wind, and relates to the technical field of weather and wind engineering. According to the turbulence characteristic calculation method for the near-stratum strong wind, a conversion coefficient inverted by observation data of an ultrasonic three-dimensional wind field is adopted to calculate Turbulencecharacteristics such as the friction speed, the underlying surface roughness, the momentum exchange coefficient and the heat induction exchange coefficient for surrounding two-dimensional wind field observation data, the number of calculable variables of the two-dimensional data is increased, and the data application scene is expanded. According to the method, the utilization rate of 1Hz two-dimensional near-surface wind field observation data is effectively utilized, the turbulence characteristics such as the friction speed, the underlying surface roughness, the momentum exchange coefficientand the heat induction exchange system which cannot be calculated in the prior art are increased, and the method has practical significance for turbulence characteristic analysis under the strong windcondition. And the near-surface turbulence observation data source in China is expanded, and the quality monitoring level and the data stability of the 10Hz three-dimensional ultrasonic data are further improved by comparing the data source with 1Hz data.
Owner:JIANGSU METEOROLOGICAL OBSERVATORY +1

Wind engineering analysis method for large-span ultra-high space grid structure

InactiveCN110196990ANumerical wind tunnel methods are convenientNumerical Wind Tunnel Method FastGeometric CADSpecial data processing applicationsWind engineeringElastic plastic
The invention discloses a wind engineering analysis method for a large-span ultra-high space grid structure, and belongs to the technical field of special engineering design. The analysis method comprises the following implementation steps of firstly, establishing a structure numerical value wind tunnel model of a spatial grid structure; secondly, obtaining a body type coefficient of the space grid structure according to the structure numerical value wind tunnel model, and calculating a wind vibration coefficient of the space grid structure according to theoretical analysis; establishing a wind load calculation working condition analysis model according to the body type coefficient and the wind vibration coefficient; calculating the mechanical properties under the action of wind load according to a working condition analysis model, judging whether the mechanical properties meet design requirements or not, if so, performing the next step, and otherwise, performing structure optimization; and finally, analyzing the whole elastic-plastic process of the structure under the working condition of wind load calculation by adopting the low-order buckling mode of the structure, and calculating the overall stability of the structure under the action of wind load. The method can replace a wind tunnel test to obtain the shape coefficient of any position under any wind direction angle effect, the test period is short, and the cost is low.
Owner:NO 63921 UNIT OF PLA

Method for calculating turbulence intensity of tail flow of wind turbine

PendingCN113705118AEffectively reflect the typicalEffectively reflect the characteristicsDesign optimisation/simulationWind engineeringAtmospheric sciences
The invention discloses a method for calculating the turbulence intensity of the tail flow of a wind turbine. The method comprises the following steps: calculating a flow direction turbulence intensity vertical direction distribution type of inflow, a wake flow radius at any flow direction cross section position of a wake flow area and maximum additional turbulence intensity generated by a wake flow effect based on basic data such as inflow wind resource information and wind turbine generator characteristic parameters; calculating the additional turbulence intensity and the 'inhibition' turbulence intensity of the wake flow area position; and calculating the flow direction turbulence intensity of any position of the tail flow of the wind turbine based on the steps. According to the method, the flow direction turbulence intensity of any spatial position can be predicted with high precision, especially the 'double-peak' distribution of the near wake flow turbulence intensity and the 'turbulence weakening' effect of the near ground position, and the prediction precision is superior to that of a numerical simulation result based on computational fluid mechanics. And an accurate and efficient turbulence calculation tool is provided for wind turbine design and wind power plant unit layout optimization in a wind engineering project.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS

Aeroelastic model testing device based on gas rigidity

ActiveCN108507750AMonitor inflationMonitor and control the inflation volumeSustainable transportationAerodynamic testingControl systemModel testing
The invention belongs to the field of aerodynamic wind tunnel tests in wind engineering and relates to an aeroelastic model testing device based on gas rigidity. The aeroelastic model testing device comprises a testing model, a fixing device, two vertically vertical shafts, four inflatable annular tires and a tire pressure monitoring system, wherein the fixing device comprises a base plate, at least four cantilevers and a connecting rod, the cantilevers are fixedly connected between an upper base plate and a lower base plate, one end of the connecting rod is fixed on the lower base plate, andthe other end of the connecting rod is inserted into the testing model through the two mutually vertical shafts; the tail ends of the two mutually vertical shafts are connected with the four inflatable annular tires and are fixed in a space formed by the upper base plate, the lower base plate and the cantilevers; and the inflatable annular tires are located on the inner sides of the cantilevers and are in contact with the inner sides of the cantilevers after being inflated; and the tire pressure monitoring system is connected with the inflatable annular tires. According to the aeroelastic model testing device, the rigidity of the model can be continuously, accurately and conveniently changed, and the structure of the aeroelastic model testing device is simple.
Owner:GUANGZHOU UNIVERSITY

Three-dimensional wind field efficient simulation method based on delay effect

The invention discloses a three-dimensional wind field efficient simulation method based on a delay effect, and belongs to the technical field of structural wind engineering. The method for generating the wind speed time history mainly comprises the steps of determining coordinates and an initial coordinate system of simulation points according to a structural drawing, transforming the coordinate system to enable a Y axis to be parallel to the wind speed direction, obtaining a three-dimensional model of N structural simulation points, projecting all the simulation points of the three-dimensional model to a target two-dimensional plane, converting the simulation points into projection points in a two-dimensional plane, calculating wind speed delay time, namely required time from each point to the projection points on the target plane, adopting a two-dimensional coherence function to consider spatial correlation of different simulation points in the transverse direction and the vertical direction, generating fluctuating wind speed by using a harmonic superposition method, and obtaining wind speed time histories of all the points by using the delay time. The statistical characteristics of the data obtained by the time delay method are similar to the result of the traditional three-dimensional method, but the simulation efficiency is greatly improved; and meanwhile, the method is simple to operate and has a reasonable theoretical background.
Owner:DALIAN UNIV OF TECH

Wind power plant fan wake flow dynamic coupling simulation method

The invention belongs to the field of computational wind engineering, and particularly discloses a wind power plant fan wake flow dynamic coupling simulation method, which comprises the following steps of: S1, dividing a computational domain into a plurality of grid units, further establishing a computational domain grid model, and simultaneously obtaining relevant parameters of a fan; s2, dividing the fan actuating disc into a plurality of radially equidistant circular rings, respectively calculating axial force and tangential force corresponding to each circular ring according to the wind speed, distributing the axial force and tangential force to each grid unit contained in the circular rings to obtain a resistance item of each grid unit, and establishing a corresponding relation model of the wind speed and the resistance item; and S3, based on the computational domain grid model, carrying out numerical simulation on the fan wake flow, adding a resistance item to a corresponding grid unit during simulation, and dynamically calculating and updating the resistance item according to the changed wind speed and the corresponding relation model. The resistance item is correspondingly and dynamically added according to the incoming flow wind speed, the disturbance effect of the flow field and the draught fan on the flow field can be calculated in a coupling mode, and the wake flow distribution condition of the draught fan is truly reflected.
Owner:HUAZHONG UNIV OF SCI & TECH

A wind-resistant design method for cable-membrane structures based on strong coupling integral technology

The invention relates to a wind-resistant design method of a cable-membrane structure based on strong coupling overall technology, which establishes the initial form of the cable-membrane structure; establishes the control equation of the fluid-solid coupling system and the coupling conditions at the fluid-solid interface, and performs time-space discretization on it, Obtain the strong coupling overall equation of the fluid-solid coupling system; use the SST K‑ω turbulence model to simulate turbulence, obtain the strong coupling overall equation of the fluid-solid coupling system considering the turbulence model, and use the Newton method to linearize it; after constructing the linearized The preprocessor of the strong coupling global equation matrix, obtains the strong coupling global equation of the fluid-solid coupling system with the preprocessor, uses the Krylov subspace projection method to solve it, and obtains the strong coupling global equation fluid pressure, fluid velocity, The displacement of the cable-membrane structure and the displacement of the linear elastic finite element model; thus, the wind-resistant design of the cable-membrane structure is carried out, and the wind-resistant design parameters are obtained.
Owner:LIAONING TECHNICAL UNIVERSITY

Bridge wind tunnel wind speed and vehicle force measurement test system and method

The invention discloses a bridge wind tunnel wind speed and vehicle force measurement test system and method, and relates to the technical field of bridge wind engineering. The system comprises a vehicle model, a wind measurement platform and a force measurement platform, wherein the wind measurement platform is arranged in the wind tunnel, comprises a wind measurement crown block and is used formeasuring wind speeds and wind directions at different positions; the force measurement platform is arranged in the bridge model and comprises a force measurement balance and a mechanical servo system, and the vehicle model is locked on the force measurement balance, so that the six-component force of the vehicle model can be conveniently collected in time in the test process; and the mechanical servo system is used for conveying and moving the force measurement balance. Through the cooperation of the wind measurement platform and the force measurement platform, the wind speed and direction ofeach lane and the corresponding vehicle model six-component force under each working condition can be continuously and synchronously acquired at any time, the frequency of adjusting the working condition and equipment by stopping a wind tunnel is reduced, the manual interference is reduced, and the test efficiency and precision are improved.
Owner:XIAMEN UNIV OF TECH

A method of simulating the surface roughness of complex terrain based on openfoam

The invention belongs to the field of computing wind engineering, and discloses an OpenFOAM-based method for simulating complex terrain surface roughness. The method comprises the following steps of 1) building a complex terrain CFD model, and generating a refined grid; 2) extracting surface roughness length data of the complex terrain CFD model, converting a surface roughness length into a surface cover vegetation height, and providing an accurate data basis for simulating an influence of a surface cover vegetation on a wind field of a complex terrain; 3) calculating resistance coefficients of the surface cover vegetation to the wind field at different heights, and then converting the surface cover vegetation height into the corresponding resistance coefficient; and 4) adding the resistance coefficient and a resistance item of the surface cover vegetation by using OpenFOAM, thereby obtaining a more accurate complex terrain wind field characteristic simulation result. A program language supported by a computer is used; the influence of the surface roughness on the wind field of the complex terrain is considered; and therefore, the numerical simulation accuracy of the wind field ofthe complex terrain is improved.
Owner:HUAZHONG UNIV OF SCI & TECH

Calculating method for limited area of wind-driven rain amount

The invention discloses a calculating method for a limited area of wind-driven rain amount, which belongs to the technical field of wind engineering. The method of the invention comprises the following steps of solving a flow field around buildings; choosing a wall surface to be calculated of the building, performing limited area division on the wall surface to be calculated, and calculating a raindrop trace with each limited area corner point as a raindrop trace end-point; calculating a collection rate of each limited area according to the raindrop trace, and employing the collection rate as a collection rate at the center point of the limited area; and constructing a reconstructed function according to a coordinate of each center point of the limited area and the collection rate thereof, and then calculating the collection rate of each corner point of the limited area according to the reconstructed function. The calculating method for the limited area of the invention only needs to calculate the collection rates of a small amount of the corner points of the limited areas to accurately provide a collection rate result of a wall surface boundary and each inner point. The calculation result indicates that according to the calculating method for the limited area of wind-driven rain amount, more than 90% of raindrop trace calculating amount can be decreased under the same condition of collection rate accuracy.
Owner:BEIHANG UNIV

Bridge type wind measurement system

InactiveCN113155403ASolve the problem that the real high-frequency three-dimensional wind observation data of the preset bridge deck position cannot be obtainedAerodynamic testingMarine engineeringBridge type
The invention discloses a bridge type wind measurement system which comprises a connecting cable and a power supply assembly. The two ends of the connecting cable are connected to the two ends of a preset bridge respectively, at least one observation platform is arranged on the connecting cable, and a wind observation part is arranged on the observation platform and used for measuring high-frequency three-dimensional wind data, collecting the high-frequency three-dimensional wind data and outputting the high-frequency three-dimensional wind data. The power supply assembly is electrically connected with the wind observation part. According to the embodiment, the observation part is directly installed at the real position of the preset bridge deck through the connecting cable and the observation platform, and then the three-dimensional turbulent flow fluctuating wind speed is directly observed, so that high-frequency three-dimensional wind at the real positions of the bridge decks on canyons, valleys and rivers can be measured before the bridge is built; accurate and reliable three-dimensional wind observation data are provided for bridge wind resistance design, and the data is used for calculating bridge wind engineering parameters.
Owner:INST OF ATMOSPHERIC PHYSICS CHINESE ACADEMY SCI

An Efficient Simulation Method of 3D Wind Field Based on Delay Effect

The invention discloses a three-dimensional wind field high-efficiency simulation method based on delay effect, and belongs to the technical field of structural wind engineering. The main steps of generating the time history of wind speed in the present invention are as follows: determine the coordinates of the simulation point and the initial coordinate system according to the structural drawing, transform the coordinate system so that the Y axis is parallel to the wind speed direction, and obtain the three-dimensional model of N structural simulation points, and All the simulation points of the 3D model are projected onto the target two-dimensional plane, and the simulation points are transformed into projection points in the two-dimensional plane. The wind speed delay time is calculated, that is, the time required for each point to project on the target plane, and the two-dimensional coherence function is used to consider To simulate the horizontal and vertical spatial correlation of different points, use the "harmonic superposition method" to generate fluctuating wind speed, and use the delay time to obtain the time history of wind speed at all points. The statistical characteristics of the data obtained by the time delay method of the present invention are similar to the results of the traditional three-dimensional method, but the simulation efficiency is greatly improved, and the method is simple to operate and has a reasonable theoretical background.
Owner:DALIAN UNIV OF TECH

Tornado test device for construction wind engineering

InactiveCN103913287BFully simulate wind load actionAerodynamic testingMotor driveDrive wheel
The invention provides a tornado testing device for building wind engineering. The tornado testing device can accurately simulate a wind field of a tornado and the wind load effect of the tornado on a building. The tornado testing device comprises stand columns and a motor, wherein longitudinal beams are arranged on the tops of the stand columns, the longitudinal beams are connected with transverse beams, rolling wheels are arranged on the longitudinal beams and move along the longitudinal beams, the rolling wheels are connected with supporting beams, the supporting beams are connected with a vortex generator, the motor drives driving wheels to rotate, driven wheels matched with the driving wheels are arranged on the supporting beams, a platform is arranged below the vortex generator, and the platform is arranged on a lifting device. According to the tornado testing device for the building wind engineering, the shape of vortex wind generated by the vortex generator is similar to the shape of the tornado, the wind speed and the wind direction of the vortex wind can be adjusted, the vertical distance between the vortex wind and a house model can be adjusted, the horizontal movement speed of the vortex wind can also be adjusted, and therefore the wind field of the tornados in different states and the effect of the wind load of the tornados on the building can be fully simulated.
Owner:ZHENGZHOU UNIV

Calculation method of target trajectory tracking for wind-driven rainfall

The invention discloses a target track tracking calculation method of a wind-driven rain amount, and belongs to the technical field of wind engineering. The calculation method comprises the steps of on a given wind field incoming flow condition, solving a Reynolds average N-S equation to obtain a circle flow field of a building; according to an area to be calculated, establishing a virtual plane, and calculating a sample track end point of a sample track on the area to be calculated or the virtual plane; through a surrogate model method, and according to a sample track starting point and the sample track end point, establishing a function relation formula regarding the coordinate relation of a raindrop starting point and end point; given a raindrop track end point coordinate on the area to be calculated, calculating a raindrop track starting point coordinate; solving a raindrop motion equation to obtain an effective track, and according to the effective track, calculating collection rate distribution in the area to be calculated. According to the target track tracking calculation method of the wind-driven rain amount, accurate calculation of collection rates on the back face, lee side, the boundary and the corner point area of the building is achieved, and compared with an existing method, the needed raindrop track calculation amount is remarkably lowered.
Owner:BEIHANG UNIV
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