KR101613642B1 - Apparatus and method for calculating design load - Google Patents

Abstract

The present invention relates to a design load calculation apparatus and method. According to the embodiment of the present invention, it is possible to objectively and rationally calculate various design loads such as the wind load applied to the structure, the torsional load, and the earthquake load. Also, according to the embodiment of the present invention, it is possible to easily and easily obtain the design load of the structure manufactured by the user at one point on the map.

Description

[0001] APPARATUS AND METHOD FOR CALCULATING DESIGN LOAD [0002]

The present invention relates to a design load calculation apparatus and method.

It is necessary to design the structures to bear these loads by calculating the various loads applied to the structures during the construction of the structures. In this way, the load that is expected to act on the structure during the design of the structure is called the design load. The design loads are classified into fixed, load, wind, snow load, seismic load, and impact load according to their causes.

The wind load is the load generated by the wind. In order to calculate the wind load, the design wind speed must first be calculated. However, this design wind speed is influenced by the surface condition or topography of the surrounding area of the structure, and if the wind speed is increased by them, it can greatly affect the safety of the structure.

Generally, the design wind speed varies depending on the surface roughness of the ground surface roughness. Unlike the flat ground, the wind speed can be increased on mountain, hill or slope.

However, in the past, the design wind speed was often calculated incorrectly because the subjective judgment of the designer involved in the calculation of the surface roughness or the topographic coefficient was interrupted. As a result, when the design wind speed is calculated to be low, the safety of the structure is threatened. On the contrary, if the design wind speed is calculated high, the economical efficiency of the structure is deteriorated.

An object of the present invention is to provide a design load calculation device and method that objectively and reasonably calculates a wind load applied to a structure.

It is an object of the present invention to provide a design load calculation device and method that objectively and reasonably calculates various design loads necessary for designing a structure in addition to wind loads.

SUMMARY OF THE INVENTION It is an object of the present invention to provide a design load calculation device and method that enables a user to easily and easily determine design load of a structure.

The design load calculation device according to an embodiment of the present invention may be configured to set a predetermined number of roughness calculation areas including a target point in a target area and having a predetermined shape and size and to calculate each roughness Calculating a representative value of each of the roughness calculation regions by statistically processing the height information obtained from the roughness calculation regions, and calculating a representative value of each of the roughness calculation regions based on the representative values A surface roughness calculation unit for calculating a rough surface roughness of the roughness calculation area and calculating a final rough surface roughness to be used for calculating the design load of the structure on the basis of the roughness of the surface roughness of each roughness calculation area; Setting a predetermined number of terrain factor calculation areas including the object point in the target area and having a predetermined shape and size, and setting a position and height of a plurality of points in the terrain factor calculation area by the set terrain factor calculation area Determining a top of each of the plurality of topographic coefficient determination areas using the position and height information obtained from each of the plurality of topographic coefficient calculation areas, Calculating a horizontal distance between the target points to calculate a topographic coefficient of each of the topographic coefficient calculating regions and calculating a final topographic coefficient to be used in calculating the design load of the structure based on the topographic coefficients of the respective topographic coefficient calculating regions, A calculating unit; And a design load calculating unit for calculating a design load on the structure based on at least one of the final ground surface roughness, the final terrain factor, and parameters for the target point.

The object point being: a point at which the structure in the object area is located; Or a point corresponding to a parcel to which the structure in the target area belongs.

The surface roughness calculation unit may set a sector area having a predetermined central angle around the target point as the roughness calculation area.

Wherein the surface roughness calculation unit calculates the height of the building as a height of the point when the point in the roughness calculation area is located in the building and when the point in the roughness calculation area is located on the ground or the water surface, The height can be calculated as zero.

Wherein the surface roughness calculation unit calculates the position and height information of the plurality of sample points in the object area before obtaining the height information of the plurality of points in the roughness calculation area based on the position and height information of the sample point Acquiring height information of a plurality of points in the roughness calculation area using an interpolation method or obtaining position and height information of a plurality of sample points in the target area before obtaining height information of a plurality of points in the roughness calculation area The height information of the plurality of points in the roughness calculation area is obtained using the digital elevation model, and the sample point is located in the building , The height of the building is calculated as the height of the sample point, and the sample point is measured on the ground or surface PL is the case, it is possible to calculate the height of the sample point to zero.

The surface roughness calculation unit may determine one of an average value, a median value, a maximum value, and an optimal value of the heights of the plurality of points in the roughness calculation area as the representative value of the roughness calculation area, And determines the rank value of the rank having the highest frequency in the frequency distribution as the representative value of the roughness calculation area or calculates the frequency distribution of the frequencies of the plurality of points in the roughness calculation area And the average value of the heights of the points belonging to the highest rank in the frequency distribution can be determined as the representative value of the roughness calculation area.

Wherein the surface roughness calculation unit compares the representative value of the roughness calculation area with a reference range set for each of the plurality of ground surface roughnesses and calculates a surface roughness of the reference range to which the representative value belongs from the roughness calculation area Can be determined by surface roughness.

The surface roughness calculation unit may determine the roughness of the lowest grade among the roughness levels of the surface roughness of each of the roughness calculation areas as the final surface roughness.

Wherein the terrain coefficient calculation unit sets the area between the intersecting lines intersecting with each other at the object point in the object area as the terrain coefficient calculation area or sets a region of a straight line passing through the object point in the object area as the terrain coefficient It can be set as a calculation area.

Wherein the terrain coefficient calculation unit calculates the terrain coefficient from the at least one of the electronic map for the plurality of points in the terrain coefficient calculation area and the measurement data obtained by measuring the plurality of points in the terrain coefficient calculation area, Acquiring position and height information of a plurality of points in the terrain factor estimation area using an interpolation method based on at least one of an electronic map for the target area and survey data for the target area A digital elevation model for the target area is generated using at least one of an electronic map for the target area and survey data for the target area, Position and height information of the point can be obtained.

The terrain coefficient calculating unit may determine the highest point among a plurality of points in the terrain coefficient calculating area as the vertex of the terrain coefficient calculating area.

Wherein the terrain coefficient calculation unit selects at least three points that are consecutive in the order of horizontal distance between a point and a target point among the plurality of points in the terrain coefficient calculation area, When the point corresponding to the middle in the order of distance is the highest point, the point can be determined as the apex of the terrain coefficient calculation region.

The horizontal distance between the corresponding point and the target point is a negative number in the case of a point located at one side of the target point in the terrain coefficient calculation region and a point located at the other side of the target point in the terrain coefficient calculation region The horizontal distance between the point and the target point may be a positive number.

Wherein the terrain coefficient calculating unit calculates a terrain coefficient of the terrain of the vehicle when the highest point corresponding to the intermediate point obtained from a plurality of points in the terrain coefficient calculation area is a plurality of points, It can be determined as the apex of the terrain factor calculation area.

The terrain coefficient calculating unit may determine the largest terrain coefficient among the terrain coefficients of the respective terrain coefficient calculating regions as the final terrain coefficient.

The parameters may include at least one of: basic wind speed, basic terrain load and ground type.

The design load calculation unit may include: a parameter calculation area including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation area, A parameter for the target point can be calculated using interpolation as a basis.

The design load calculation unit may include: a parameter calculation area including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation area, Calculating a temporary parameter for the target point using interpolation as a basis, comparing a temporary parameter for the target point with a predetermined plurality of reference ranges, and determining whether a temporary parameter for the target point belongs A value corresponding to the reference range can be determined as a parameter for the target point.

Wherein the design load calculation unit includes: a parameter calculation region including a target point and having a predetermined shape and size, acquiring position information and attribute values of a plurality of points within the set parameter estimation region, Calculating an attribute value for the target point using an interpolation method based on the value of the target point, comparing an attribute value of the target point with a predetermined plurality of parameter reference ranges, The parameter corresponding to the parameter reference range to which the attribute value belongs can be determined as the parameter for the object point.

The property values may include at least one of: wind speed, annual maximum wind speed, snow depth, snow depth, bedrock depth, shear wave velocity and N value of standard penetration test.

The design load calculation unit may include: a parameter calculation region including a target point and having a predetermined shape and size, obtaining parameters represented by the position information and the class of a plurality of points within the set parameter estimation region, Calculating a numerical value for the target point by using an interpolation method based on the positional information of the point and the converted numerical value, and calculating a numerical value With a predetermined number of class reference ranges and determining a class corresponding to the class reference range to which the numerical value of the object point belongs among the plurality of class reference ranges as the parameter expressed by the class for the object point .

The design load calculation device may further include a structure analysis unit for performing an operation for at least one of analysis, design, and safety diagnosis of the structure using the design load.

A method for calculating a design load according to an embodiment of the present invention includes setting a predetermined number of roughness calculation areas including a target point in a target area and having a predetermined shape and size and calculating each roughness Calculating a representative value of each of the roughness calculation regions by statistically processing the height information obtained from the roughness calculation regions, and calculating a representative value of each of the roughness calculation regions based on the representative values Calculating a surface roughness of the roughness calculation area and calculating a final rough surface roughness to be used for calculating a design load of the structure based on the roughness of the ground surface of each roughness calculation area; Setting a predetermined number of terrain factor calculation areas including the object point in the target area and having a predetermined shape and size, and setting a position and height of a plurality of points in the terrain factor calculation area by the set terrain factor calculation area Determining a top of each of the plurality of topographic coefficient determination areas using the position and height information obtained from each of the plurality of topographic coefficient calculation areas, Calculating a terrain coefficient of each of the geomorphic coefficient calculation areas by calculating a horizontal distance between the target points and calculating a final terrain coefficient to be used in calculating a design load of the structure based on the geomorphic coefficients of the respective geomorphic coefficient calculation areas; And calculating a design load for the structure based on at least one of the final surface roughness, the final topographic coefficient, and the parameter for the target point.

The object point being: a point at which the structure in the object area is located; Or a point corresponding to a parcel to which the structure in the target area belongs.

The step of calculating the final surface roughness may include: setting a sector having a predetermined central angle around the target point as the roughness calculation area.

Calculating the final ground surface roughness includes: calculating a height of the building at a height of the point when the point in the roughness calculation area is located in the building; And calculating a height of the point at 0 when the point in the roughness calculation area is located on the ground or the water surface.

The step of calculating the final surface roughness may include: obtaining position and height information of a plurality of sample points in the target area before obtaining height information of a plurality of points in the roughness calculation area, Obtaining height information of a plurality of points in the roughness calculation area using interpolation based on the information, or obtaining height information of a plurality of points in the roughness calculation area using a plurality of samples After obtaining the position and height information of the point, a digital elevation model is generated using the position and height information of the sample point, and height information of a plurality of points in the roughness calculation area is obtained using the digital elevation model Wherein, when the sample point is located in a building, a height of the building is set to a height of the sample point Calculated, and in the case in which the sample point position on the ground or water surface, it is possible to calculate the height of the sample point to zero.

Wherein the step of calculating the final surface roughness includes the step of determining one of an average value, a median value, a maximum value and an optimal value of the heights of the plurality of points in the roughness calculation area as the representative value of the roughness calculation area, Calculating a frequency distribution of heights of a plurality of points in the calculation range and determining a rank value of a class having the largest frequency in the frequency distribution as the representative value of the roughness calculation area, Calculating a frequency distribution of the height of the plurality of points in the frequency distribution and determining an average value of the heights of the points belonging to the highest rank in the frequency distribution as the representative value of the roughness calculation area.

Wherein the step of calculating the final ground surface roughness comprises the steps of: comparing the representative value of the roughness calculation area with a reference range set for each of the plurality of ground surface roughnesses; and comparing the ground surface roughness of the reference range, As the surface roughness of the roughness calculation area.

The step of calculating the final surface roughness may include the step of determining, as the final surface roughness, an illuminance of the lowest grade among the surface roughnesses of the respective roughness calculation regions.

Wherein the step of calculating the final terrain factor comprises: setting an area between intersecting lines intersecting with each other at the object point in the object area as the terrain coefficient calculating area, or the object point in the object area And setting an area of a straight line passing through the area to the terrain coefficient calculation area.

Wherein the calculating of the final terrain factor comprises: calculating, from at least one of an electronic map for a plurality of points in the terrain factor estimation area and meteorological data obtained by surveying a plurality of points in the terrain factor estimation area, The method comprising the steps of: acquiring position and height information of a plurality of points, or using an interpolation method based on at least one of an electronic map for the object area and survey data for the object area, And generating a digital elevation model for the target area using at least one of an electronic map for the target area and survey data for the target area, The position and height of many points in the terrain coefficient calculation area from the digital elevation model And acquiring the beam.

The step of calculating the final terrain factor may include: determining the highest point among the plurality of points in the terrain factor estimation area as the vertex of the terrain factor estimation area.

Wherein the calculating of the final terrain factor comprises: selecting three or more points that are consecutive in order of a horizontal distance between a point and a target point among a plurality of points in the terrain coefficient calculation area; And determining the corresponding point as the apex of the terrain coefficient calculation area when the middle point is the highest point in the order of the horizontal distance between the target points.

The horizontal distance between the corresponding point and the target point is a negative number in the case of a point located at one side of the target point in the terrain coefficient calculation region and a point located at the other side of the target point in the terrain coefficient calculation region The horizontal distance between the point and the target point may be a positive number.

Wherein the calculating of the final terrain factor comprises: when the highest point corresponding to the middle obtained from a plurality of points in the terrain coefficient calculation area is a plurality of highest points, And determining the shortest point as the vertex of the terrain coefficient estimation area.

The calculating of the final terrain factor may comprise: determining the largest terrain factor among the terrain coefficients of the respective terrain factor calculation areas as the final terrain factor.

The parameters may include at least one of: basic wind speed, basic terrain load and ground type.

Calculating the design load includes: setting a parameter estimation area including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation area, And calculating a parameter for the target point using an interpolation method based on the parameter.

Calculating the design load includes: setting a parameter estimation area including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation area, Calculating a temporary parameter for the target point using an interpolation method based on the parameter, comparing a temporary parameter for the target point with a predetermined plurality of reference ranges, And determining a value corresponding to a reference range to which the parameter belongs as a parameter for the target point.

Calculating the design load includes: setting a parameter estimation area including a target point and having a predetermined shape and size, acquiring position information and attribute values of a plurality of points in the set parameter estimation area, And calculating an attribute value for the target point using an interpolation method based on the attribute value, comparing an attribute value of the target point with a predetermined plurality of parameter reference ranges, And determining a parameter corresponding to the parameter reference range to which the attribute value for the point belongs as a parameter for the object point.

The property values may include at least one of: wind speed, annual maximum wind speed, snow depth, snow depth, bedrock depth, shear wave velocity and N value of standard penetration test.

Calculating the design load includes: setting a parameter calculation area including a target point and having a predetermined shape and size, obtaining parameters represented by position information and a class of a plurality of points in the set parameter calculation area, Calculating a value for the target point by using an interpolation method based on the positional information of the point and the converted numerical value, And a class corresponding to the class reference range to which the numerical value of the object point belongs among the plurality of class class reference ranges belongs to the class represented by the class for the object point And a step of deciding whether or not to perform a search.

The design load calculation method may further include performing an operation for at least one of analysis, design, and safety diagnosis of the structure using the design load.

The design load calculation method according to the embodiment of the present invention can be implemented by a computer-executable program and recorded on a computer-readable recording medium.

The design load calculation method according to an embodiment of the present invention can be implemented by a computer program stored in a medium for execution in combination with the computer.

According to the embodiment of the present invention, it is possible to objectively and rationally calculate various design loads such as the wind load applied to the structure, the torsional load, and the earthquake load.

According to the embodiment of the present invention, a design load of a structure manufactured by a user at one point on a map can be easily and easily obtained.

1 is an exemplary block diagram of a design load calculation device according to an embodiment of the present invention.
2 is a diagram illustrating an example of an illuminance measurement area set for estimating surface illuminance according to an embodiment of the present invention.
FIG. 3 is a graph showing a plurality of points arranged in the order of height in the roughness calculation region according to an embodiment of the present invention.
4 is an example of a frequency distribution diagram showing a frequency distribution of heights of a plurality of points in the roughness calculation area according to an embodiment of the present invention.
5 is a diagram showing an example of a terrain factor calculation area set to calculate a terrain factor according to an embodiment of the present invention.
6 is a view showing another example of a terrain factor calculation area set for estimating a terrain factor according to an embodiment of the present invention.
7 is an exemplary diagram for explaining a process of determining a vertex based on a horizontal distance between each point and a target point and a height of each point according to another embodiment of the present invention.
8 is an exemplary diagram for explaining a process of calculating a parameter for a target point according to an embodiment of the present invention.
9 is an exemplary flowchart of a design load calculation method according to an embodiment of the present invention.

Other advantages and features of the present invention and methods for accomplishing the same will be apparent from the following detailed description of embodiments thereof taken in conjunction with the accompanying drawings. The present invention may, however, be embodied in many different forms and should not be construed as being limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the concept of the invention to those skilled in the art. Is provided to fully convey the scope of the invention to those skilled in the art, and the invention is only defined by the scope of the claims.

Unless defined otherwise, all terms (including technical or scientific terms) used herein have the same meaning as commonly accepted by the generic art in the prior art to which this invention belongs. Terms defined by generic dictionaries may be interpreted to have the same meaning as in the related art and / or in the text of this application, and may be conceptualized or overly formalized, even if not expressly defined herein I will not.

The terminology used herein is for the purpose of illustrating embodiments and is not intended to be limiting of the present invention. In the present specification, the singular form includes plural forms unless otherwise specified in the specification. As used herein, the terms' comprise 'and / or various forms of use of the verb include, for example,' including, '' including, '' including, '' including, Steps, operations, and / or elements do not preclude the presence or addition of one or more other compositions, components, components, steps, operations, and / or components. The term 'and / or' as used herein refers to each of the listed configurations or various combinations thereof.

It should be noted that the terms such as '~', '~ period', '~ block', 'module', etc. used in the entire specification may mean a unit for processing at least one function or operation. For example, a hardware component, such as a software, FPGA, or ASIC. However, '~ part', '~ period', '~ block', '~ module' are not meant to be limited to software or hardware. Modules may be configured to be addressable storage media and may be configured to play one or more processors. ≪ RTI ID = 0.0 >

Thus, by way of example, the terms 'to', 'to', 'to block', 'to module' refer to components such as software components, object oriented software components, class components and task components Microcode, circuitry, data, databases, data structures, tables, arrays, and the like, as well as components, Variables. The functions provided in the components and in the sections ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ' , '~', '~', '~', '~', And '~' modules with additional components.

As used herein, the term "structure" is intended to encompass a building, a workpiece, a building, a window, an outdoor advertisement, a bridge, a sound barrier, etc. and means all objects placed in space and subjected to wind loads.

In the design of structures, various design loads such as wind load, torsional load, and seismic load can be calculated according to the method presented in KBC. Typically, the wind load applied to the structure by the wind can be calculated by the following equation.

Here, V ₀ is the default region wind speed, wind speed coefficient K _zr is the height distribution, K _zt is the priority coefficient of the terrain coefficient, I _w is a structure for consideration of the effect of topography.

Among them, the wind speed altitude distribution coefficient (K _zr ) is a coefficient calculated considering the surface roughness around the construction site. The terrain coefficient (K _zt ) is a coefficient related to the wind speed increase by the terrain. It is set to 1.0 in areas where the wind does not affect the wind as in the case of flatland. However, in the areas where wind speed addition is required such as mountain, hill and slope, The terrain coefficient is set to a large value.

Although the method of obtaining the wind speed altitude distribution coefficient and the terrain coefficient is described in the KBC, the method presented in the KBC may reflect the subjective intention of the designer in calculating the coefficient. In particular, in the determination of surface roughness which has a large effect on the wind speed altitude distribution coefficient (K _zr ) and the determination of the peak required for estimating the topographic coefficient (K _zt ), the above structural structure standard (KBC) I can not present it.

Hereinafter, embodiments of the present invention will be described in detail with respect to a design load calculation device and method capable of objectively and rationally determining ground surface roughness and apex used for design load of a structure, in particular, wind load calculation.

1 is an exemplary block diagram of a design load calculation apparatus 100 according to an embodiment of the present invention.

1, the design load calculation apparatus 100 may include a ground surface roughness calculation unit 111, a terrain factor calculation unit 112, and a design load calculation unit 113. [

The ground surface roughness calculation unit 111 sets the roughness calculation area, obtains height information of a plurality of points in the roughness calculation area, statistically processes the height information obtained from the roughness calculation area, A representative value is calculated, and the surface roughness of the roughness calculation area can be calculated according to the representative value.

The terrain factor calculation unit 112 sets the terrain coefficient calculation area, acquires the position and height information of a plurality of points in the terrain coefficient calculation area, and uses the position and height information obtained from the terrain coefficient calculation area The topography of the terrain factor estimation area can be determined and the terrain factor of the terrain factor estimation area can be calculated based on the determination.

The design load calculation unit 113 may calculate a design load on the structure based on the ground surface roughness and the terrain coefficient.

According to an embodiment of the present invention, the ground surface roughness calculation unit 111 calculates the roughness degree of the ground surface by calculating a roughness calculation area having a predetermined shape and size Can be set.

FIG. 2 is a view showing an example of the roughness calculation areas 211 to 218 set to calculate the surface roughness according to an embodiment of the present invention.

The target area 20 used for calculating the surface roughness may be a region having a predetermined shape and size and may be a circular area having a predetermined radius centered on a point C at which the structure is located, However, the shape of the object region is not limited thereto. The radius of the object area 20 may be set to a value smaller than 40 times the height of the structure and 3 Km, but the size of the object area is not limited thereto.

According to an embodiment of the present invention, the surface roughness calculation unit 111 may set a predetermined number of roughness calculation areas including a target point in the target area 20 and having a predetermined shape and size.

Here, the object point may be a point (C) where the structure in the object area 20 is located. According to an embodiment, the object point may be a point corresponding to a parcel to which the structure in the object area 20 belongs.

According to one embodiment, the design load calculation device 100 may display a map of an area where the structure as shown in FIG. 2 is to be located through an output unit 14 such as a monitor, The user can designate or input the point C at which the structure is to be located through the input unit 13, such as the input unit 13, to specify the target point.

According to another embodiment, the user may input the address of the parcel where the structure will be located through the input unit 13, instead of directly specifying the point C where the structure is located on the map. In this case, the target point may be a point corresponding to a parcel to which the structure belongs, for example, a parcel in-one point such as a center point of a parcel.

2, according to one embodiment, the surface roughness calculation unit 111 calculates sector roughness values 211 to 218 having a predetermined central angle around the target point C as the roughness calculation area Can be set.

In this case, the radius of the roughness calculation areas 211 to 218 may be set to a value smaller than 40 times the height of the structure and 3 Km, but the length is not limited thereto. In addition, the central angle of the roughness calculation areas 211 to 218 may be set to 45 degrees, but the magnitude of the central angle is not limited thereto. Although the roughness calculation areas 211 to 218 shown in FIG. 2 have a fan shape, the shape of the roughness calculation area is not limited to a fan shape according to the embodiment.

2, according to one embodiment, the surface roughness calculation unit 111 calculates roughness calculation areas 211 to 218 of a sector shape having a predetermined central angle so as to surround the object point C, You can set as many as the set number. In the embodiment shown in FIG. 2, the object point C is surrounded by eight sector-shaped areas 211 to 218 having a central angle of 45 degrees, but the central angle and the number of the roughness calculation areas are not limited thereto .

The ground surface roughness calculation unit 111 can obtain height information of a plurality of points X in the roughness calculation areas 211 to 218 for each of the set roughness calculation areas.

According to an embodiment of the present invention, when the point X in the roughness calculation areas 211 to 218 is located in the building, the surface roughness calculation unit 111 calculates the height of the building as the height of the corresponding point can do. If the point X in the roughness calculation areas 211 to 218 is located on the ground or the water surface, the surface roughness calculation unit 111 can calculate the height of the point as zero.

In other words, according to this embodiment, the surface roughness calculation unit 111 acquires the height of the building and estimates the height of the point when the point X in the area is located on the building, It is possible to obtain the basic data for calculating the ground surface roughness by calculating the height of the point as zero.

The height information for the point X includes an electronic map for a plurality of points X in the illumination calculation areas 211 to 218 and a plurality of points X in the target areas 21, The height information of the plurality of points X can be obtained from at least one of the survey data obtained by surveying the plurality of points X. The measurement data may be data obtained using at least one of a ground survey, a GPS survey, an aerial photogrammetry, a radar survey and a LiDAR survey, but the survey method for obtaining the survey data is not limited thereto .

According to one embodiment, the design load calculation apparatus 100 may further include a storage unit 12. The storage unit 12 may store height information of the plurality of points X. In this case, the ground surface roughness calculation unit 111 may obtain the height information of the plurality of points X by calling information stored in the storage unit 12. [

According to another embodiment of the present invention, the design load calculation apparatus 100 may further include a communication unit 10. The communication unit 10 may be connected to a server providing geographical information on the plurality of points X.

For example, as shown in FIG. 1, the communication unit 10 may be connected to a server 200, for example, a geographic information system (GIS) that provides geographical information via a wired or wireless network, The server 111 can obtain the height information of the plurality of points X from the server 200. [

The wind load calculation apparatus 100 may further include an input unit 13 and height information of the plurality of points X may be input from the user through the input unit 13. [

As described above, the surface roughness calculation unit 111 calculates the surface roughness of the plurality of points X from at least one of the electronic map and survey data for a plurality of points X in the roughness calculation areas 211 to 218 And height information. However, the position and height information of the plurality of points X may be obtained by interpolation based on at least one of the electronic map and the measurement data according to the embodiment.

For example, the ground surface roughness calculation unit 111 may calculate the surface roughness of the sample points in the target area 20 before obtaining the height information of the plurality of points X in the roughness calculation areas 211 to 218, And height information of the plurality of points X in the roughness calculation areas 211 to 218 using the interpolation method based on the position and height information of the sample point.

According to the embodiment, the surface roughness calculation unit 111 can obtain height information of a plurality of points X in the roughness calculation areas 211 to 218 from the digital elevation model (DEM) of the target area 20 have.

For example, the surface roughness calculation unit 111 may first obtain positional information and height information of a plurality of sample points in the target area 20, and then, based on the obtained information, A numerical elevation model can be generated. Then, the surface roughness calculation unit 111 can obtain height information of a plurality of points X in the roughness calculation areas 211 to 218 from the digital elevation model.

Here, the height of the sample point may also be calculated as the height of the sample point when the sample point is located in the building. When the sample point is located on the ground or the water surface, the height of the sample point can be calculated as zero.

According to one embodiment, as shown in FIG. 2, the plurality of points X may be located at equal intervals in the roughness calculation areas 211 to 218, but may be arranged at different intervals according to the embodiment . In other words, the plurality of points X may be uniformly or non-uniformly distributed within the roughness calculation areas 211 to 218.

Likewise, the sample points may also be uniformly spaced at equal intervals within the object area 20, but may be non-uniformly distributed at different intervals, depending on the embodiment.

The surface roughness calculation unit 111 may calculate the representative values of the roughness calculation areas by statistically processing the height information of the points X obtained from the roughness calculation areas 211 to 218. Then, the ground surface roughness calculation unit 111 calculates the surface roughness of the roughness calculation area for each roughness calculation area 211 to 218 according to the representative value, and calculates the surface roughness of each roughness calculation area 211 to 218 The final surface roughness to be used in calculating the design load of the structure can be calculated.

3 is a graph in which a plurality of points X in the roughness calculation areas 211 to 218 are arranged in order of height according to an embodiment of the present invention.

According to an embodiment of the present invention, the ground surface roughness calculation unit 111 calculates one of an average value, a median value, a maximum value, and an optimal value of the heights of the plurality of points X in the roughness calculation area for each roughness calculation area, It can be determined as a representative value of the roughness calculation area.

For example, referring to FIG. 3, the height value of a point coming to the center among a plurality of points X in a calculation region is 7.5 m, the largest height value is 36 m, Is 15 m. As described above, the ground surface roughness calculation unit 111 statistically processes the heights of the plurality of points X in the corresponding area for each of the roughness calculation areas 211 to 218, The median value, the maximum value, and the optimal value, and the calculated value can be determined as the representative value of the roughness calculation area.

4 is an example of a frequency distribution diagram showing a frequency distribution of heights of a plurality of points X in the roughness calculation areas 211 to 218 according to an embodiment of the present invention.

According to another embodiment of the present invention, the surface roughness calculation unit 111 calculates the frequency distribution of the height of a plurality of points X in the roughness calculation area for each roughness calculation area, The rank value of the largest rank can be determined as the representative value of the roughness calculation area.

For example, as shown in FIG. 6, the surface roughness calculation unit 111 divides the height of a plurality of points X in a calculation range into a plurality of ranks, It is possible to calculate the frequency distribution obtained by serializing the frequencies.

The surface roughness calculation unit 111 can divide the height of a plurality of points X collected from the roughness calculation area into four classes, but the number of classes is not limited thereto.

The number of classes may be equal to the number of classes of surface roughness. For example, if the ground surface roughness is classified into four classes, the ground surface roughness calculation unit 111 can calculate the frequency distribution obtained by sequencing the heights of the plurality of points in four ranks.

According to one embodiment, the surface roughness calculation unit 111 can determine a rank value of a rank having the highest frequency in the frequency distribution as a representative value of the roughness calculation area. For example, in the frequency distribution shown in FIG. 4, the class with the highest frequency is class 3, and the class value of class 3 is 16.5 m, which is the middle value of the class. Therefore, the surface roughness calculation unit 111 can determine 16.5 m, which is the rank value of rank 3, as the representative value of the roughness calculation area.

According to another embodiment, the surface roughness calculation unit 111 can determine the average value of the heights of the points belonging to the highest rank in the frequency distribution as the representative value of the roughness calculation area. For example, in the frequency distribution shown in FIG. 4, the highest rank is rank 4 having a height of 30 m or more, and the surface roughness calculation unit 111 calculates an average value of the heights of the points belonging to the rank 4, It can be determined as a representative value of the area.

Then, the surface roughness calculation unit 111 can calculate the surface roughness of the roughness calculation area for each roughness calculation area according to the representative value.

According to an exemplary embodiment, the surface roughness calculation unit 111 may compare the representative value of the roughness calculation area with a reference range set for each of the plurality of ground surface roughnesses, and determine, from among the plurality of surface roughnesses, The surface roughness can be determined as the surface roughness of the area of the roughness calculation.

For example, in the case where the ground surface roughness is divided into four areas A, B, C, and D as in the case of a building structure reference (KBC), the following reference range is set in each of the ground surface roughnesses in the design load calculation device 100 Can be.

Surface roughness A B C D Reference range 30 m or more Less than 3 m to less than 30 m More than 1.5 m to less than 3 m Less than 1.5 m

In this case, the ground surface roughness calculation unit 111 compares the representative value of the roughness calculation area with the reference range set in each of the ground surface roughnesses, and compares the ground surface roughness of the reference range to which the representative value belongs with the ground surface roughness . For example, when a representative value of a calculation range is calculated to be 16.5 m, the ground surface roughness calculation unit 111 can determine the ground surface roughness of the roughness calculation area as B.

Then, the ground surface roughness calculation unit 111 can calculate the final surface roughness to be used for calculating the design load of the structure based on the surface roughness of the roughness calculation areas 211 to 218.

According to an embodiment of the present invention, the surface roughness calculation unit 111 may determine the roughness of the lowest level among the surface roughnesses of the predetermined roughness calculation areas 211 to 218 as the final surface roughness . In other words, the ground surface roughness calculation unit 111 determines the ground surface roughness of the area having the lowest roughness of the ground surface among the roughness calculation areas 211 to 218 set for the object point C as the final ground surface roughness, It can be used for calculation.

In the embodiment shown in FIG. 2, eight illuminance calculation areas 211 to 218 are set around the object point C, but the number of the illumination calculation areas is not limited to this, As shown in Fig. For example, the roughness calculation area may be set to only one fan shape having a predetermined central angle, and in this case, the final surface roughness will be determined as the surface roughness determined according to the representative value of the one roughness calculation area.

As described above, according to the embodiment of the present invention, the surface roughness calculation unit 111 can calculate the surface roughness to be used for calculating the design load of the structure. Hereinafter, embodiments of the present invention in which the terrain factor calculation unit 112 calculates the terrain factor to be used for calculating the design load of the structure will be described.

The terrain coefficient calculation unit 112 may set a predetermined number of terrain coefficient calculation areas including a target point C within a target area 20 and having a predetermined shape and size.

FIG. 5 is a diagram showing an example of the terrain coefficient calculating areas 221 to 224 set to calculate the terrain coefficient according to an embodiment of the present invention.

According to an embodiment of the present invention, the terrain coefficient calculating unit 112 may set an area between intersecting lines intersecting at the object point C in the object area 20 as a terrain coefficient calculating area.

For example, referring to FIG. 5, the terrain coefficient calculating unit 112 calculates the terrain coefficient between the crossing lines 201 and 202 intersecting at the target point C in the target area 20, The area 221 can be set as the terrain coefficient calculation area.

According to this embodiment, the radius of the terrain coefficient calculation area 221 may be set to a value smaller than 40 times the height of the structure and 3 Km, but the length is not limited thereto. In addition, the nip angle can be set to 45 degrees, but the size of the nip angle is not limited thereto. The terrain factor calculation area 211 shown in FIG. 5 has a shape in which two sectors face each other with respect to the object point C, but according to an embodiment, the terrain factor estimation area has two areas having a predetermined shape As long as they face each other, their concrete shape is not limited to a sector.

5, the terrain coefficient calculation unit 112 may set a predetermined number of the terrain coefficient calculation areas 221 to 224 so as to surround the target point C. 5, the object point C is surrounded by four terrain coefficient calculation areas 221 to 224 having an angle of 45 deg., But the angle and number of the terrain factor estimation areas are not limited thereto Do not.

FIG. 6 is a diagram showing another example of the terrain coefficient calculating areas 221 to 224 set to calculate the terrain coefficient according to an embodiment of the present invention.

As described above, the shape of the terrain coefficient calculating area is not limited to a facing sector shape. In particular, when the angle of throttle is set to 0, the terrain coefficient calculation areas 221 to 224 may have a straight line shape, as shown in FIG. In this case, the terrain coefficient calculation areas 221 to 224 may be areas of a straight line passing through the target point C in the target area 20.

5 and 6, the terrain coefficient calculation unit 112 calculates the position and height information of a plurality of points X in each of the terrain coefficient calculation areas by the terrain coefficient calculation areas 221 to 224, Can be obtained.

According to one embodiment, the terrain coefficient calculation unit 112 calculates an electronic map for a plurality of points X in the terrain coefficient calculation areas 221 to 224 and a plurality of From the at least one of the survey data obtained by measuring the point (X) of the plurality of points (X).

The terrain coefficient calculating unit 112 may calculate the height information of the plurality of points X stored in the storage unit 12 in the same manner as the height information of the plurality of points X in the roughness calculation areas 211 to 218, The position and height information for the plurality of points X is obtained by retrieving the position and height information for the plurality of points X through the communication unit 10 or by connecting to the server for providing the geographical information about the plurality of points X through the communication unit 10, Or the position and height information of the plurality of points X from the user through the input unit 13 may be input.

According to another embodiment, the terrain coefficient calculation unit 112 may directly obtain position and height information of a plurality of points X in the terrain coefficient calculation areas 221 to 224 from the electronic map and measurement data, The position and height information of the plurality of points X may be obtained by interpolation based on at least one of the electronic map and the measurement data.

For example, the terrain factor calculating unit 112 may calculate the terrain coefficient calculating area 112 using interpolation based on at least one of an electronic map for the target area 20 and survey data obtained by measuring the target area, The position and height information of the plurality of points X in the first and second points 221 to 224 can be obtained.

According to the embodiment, the terrain coefficient calculating unit 112 obtains the position and height information of the plurality of points X in the terrain coefficient calculating unit 112 from the digital elevation model (DEM) of the object area 20 You may.

For example, the terrain coefficient calculating unit 112 may obtain position information and height information of a plurality of sample points in the target area 20, and then, based on the obtained information, A numerical elevation model can be generated. The terrain factor calculation unit 112 may then obtain the position and height information of the plurality of points X in the terrain coefficient calculation areas 221 to 224 from the digital elevation model.

Like the roughness calculation areas 211 to 218, the plurality of points X in the topographic coefficient calculation areas 221 to 224 may be located at equal intervals, but they may be arranged at different intervals according to the embodiment.

Although the roughness calculation areas 211 to 218 and the topography coefficient calculation areas 221 to 224 may be set to the same shape and size, the present invention is not limited thereto. For example, the roughness calculation areas 211 to 218, The terrain factor calculation areas 221 to 224 may be set to have different shapes or sizes. For example, both the roughness calculation areas 211 to 218 and the terrain factor calculation areas 221 to 224 may have a fan shape, but the sizes may be different from each other.

Then, the terrain factor calculation unit 112 calculates the topography of each of the terrain coefficient calculation areas 221 to 224 using the position and height information of the point X obtained from the respective terrain coefficient calculation areas 221 to 224 You can decide.

According to one embodiment, the terrain coefficient calculating unit 112 may determine the highest point among the plurality of points X in the terrain coefficient calculating area as apexes of the terrain coefficient calculating areas 221 to 224.

According to another embodiment, the terrain coefficient calculating unit 112 may calculate the terrain coefficient calculating area 221 to 224 using three or more consecutive points in the order of the horizontal distances between the points in the plurality of points X in the terrain coefficient calculating areas 221 to 224, Can be selected. Then, the terrain coefficient calculating unit 112 calculates the terrain coefficient calculating unit 112, if the middle point in the horizontal distance between the point and the target point is the highest point among the three or more selected points, As shown in FIG.

According to this embodiment, in the case of a point located at one side of the target point C in the terrain coefficient calculation area, the horizontal distance between the corresponding point and the target point C is negative. On the contrary, The horizontal distance between the corresponding point and the object point C may be a positive number.

For example, referring to FIG. 5, a point located on one side 221a of the target feature point C in the terrain factor estimation area 221 is a horizontal distance between the point and the target point C, The sign may be set to negative (-).

A point located on the other side 221b with respect to the target point C in the terrain coefficient calculation area 221 is set to a positive value between the point and the target point C .

The horizontal distance code setting method is the same for the other terrain coefficient calculating areas 222 to 224.

7 illustrates a process of determining a vertex based on a horizontal distance between a point X and a target point C in the terrain factor calculation area 221 and a height of each point X according to another embodiment of the present invention Fig.

In the embodiment of FIG. 7, a total of 100 points are allocated in the terrain factor calculation area 221, assuming that the structure is located at point 51 of the 100 points. The points 1 to 50 are located at one side 221a centering on the object point C in the terrain factor calculation area 221 and the points 52 to 100 are located in the terrain coefficient calculation area 221 And is located on the other side 221b with the object point C as the center.

According to this embodiment, the terrain coefficient calculating unit 112 may calculate the horizontal distance between each point X and the target point C first. As described above, since the points 1 to 50 are located on one side 221a around the object point C, the sign of the horizontal distance from the object point C can be set to negative (-) . Since the points 52 to 100 are located on the other side 221b with respect to the object point C, the sign of the horizontal distance from the object point C can be set to a positive value.

The terrain factor calculation unit 112 then selects three or more consecutive points in order of horizontal distance between a point X and a target point C among a plurality of points X in the terrain coefficient calculation area 221 .

For example, referring to FIG. 7, the terrain coefficient calculating unit 112 calculates the terrain coefficient calculating unit 112 based on the terrain amount of the three points The user can select points 1, 2,

The terrain coefficient calculation unit 112 then determines the top point as a vertex when the middle point is the highest point in the horizontal distance between the point X and the target point C among the selected points . If the number N of the selected points is an odd number, the middle point corresponds to (N + 1) / 2 th point. If the number N of selected points is an even number, Th point or (N / 2) + 1 th point.

7, the terrain coefficient calculation unit 112 calculates the terrain coefficient by calculating the horizontal distance between the point X and the target point C in the selected three points (points 1, 2, 3) (Point 2) is compared with the height of the other points (i.e. points 1 and 3) and then the middle point (point 2) is compared with the height of the selected three points (point 1 , 2, and 3). In Figure 7, the height of point 2 is the lowest of points 1, 2, and 3, so point 2 is not determined as the vertex.

Next, the terrain coefficient calculating unit 112 calculates the terrain coefficient of the point X from the point 2, which is three points in ascending order of the horizontal distance starting from the point 2 which is the second smallest distance between the point X and the object point C, 3, and 4 can be selected.

Then, the terrain coefficient calculation unit 112 calculates a second point in the middle of the selected three points (points 2, 3, 4) in the order of the horizontal distance between the point (X) and the object point (C) (Point 3) is compared with the height of the other points (i.e. points 2 and 4), and then the middle point (point 3) is compared with the height of the selected three points (points 2, 3 and 4) It can be discriminated whether it is a high point. In Figure 7, the height of point 3 is the highest of points 2, 3, and 4, so point 3 can be determined as the vertex.

In this manner, the terrain coefficient calculating unit 112 selects three successive points in the order of horizontal distance between the point X and the object point C from 100 points, compares the height of the points, and then determines the vertex As a result of repeating the process of repeating the above steps, finally, the points 98, 99, and 100, which are the three horizontal points having the largest horizontal distance, are selected to determine whether the point 99 corresponding to the middle in the horizontal distance order is the highest point, Can be performed.

According to an embodiment, there may be a case where a plurality of vertices determined from a plurality of points X in the terrain coefficient calculation area 221 are plural. For example, referring to FIG. 7, a vertex can be determined as a vertex from points 2, 3 and 4 that are consecutive in horizontal distance order, and a vertex is defined as a vertex from a vertex 51, 52, And a point 99 can be determined as a vertex from the points 98, 99, and 100 that are consecutive in horizontal distance order.

In this case, according to the embodiment of the present invention, when the highest point corresponding to the middle obtained from the plurality of points X is a plurality, the terrain coefficient calculating unit 112 calculates The point at which the horizontal distance from the object point C is the shortest can be determined as the vertex.

For example, referring to FIG. 7, a point 3, which is the highest point among the points 2, 3 and 4 in the middle in the horizontal distance order, is 480 m from the point 51 which is the object point C, Point 52, which is the middle point in the horizontal distance of points 51, 52 and 53, is the middle point in the order of horizontal distance from point 98, 99, and 100, Since the horizontal distance from the point 51 to the point 51 is 480 m, the terrain coefficient calculation unit 112 calculates the terrain coefficient from the point 3, 52, The point 52 with the shortest distance can be determined as the apex.

As a result, according to the embodiment of the present invention, the terrain coefficient calculating unit 112 obtains only one vertex from one terrain coefficient calculating area.

Then, the terrain factor calculation unit 112 may calculate the terrain coefficient of each of the terrain coefficient calculation areas 221 to 224 using the top of the corresponding terrain coefficient calculation area for each of the terrain coefficient calculation areas 221 to 224 have. The terrain factor is calculated using various parameters such as a vertex height H which is a height difference between the vertex and the ground surface and a horizontal distance between the vertex and a point C where the structure is located. Can be calculated according to the building structure standard (KBC).

The terrain factor calculation unit 112 may then calculate the final terrain factor to be used in calculating the design load of the structure based on the terrain factor of each of the terrain factor calculation areas 221 to 224.

According to an embodiment of the present invention, the terrain coefficient calculating unit 112 may determine the largest terrain coefficient among the terrain coefficients of the predetermined number of the terrain coefficient calculating areas 221 to 224 as the final terrain coefficient .

5 and 6, four terrain factor calculation areas 221 to 224 are set around the object point C, but the number of the terrain factor estimation areas is not limited to this, Nor need to be set to surround the periphery of the point C. For example, the terrain factor estimation area may be set to only one of two fan shapes arranged to face each other about the object point C, in which case the final terrain factor may be calculated using the one terrain factor estimation Will be determined by the terrain coefficient of the area.

Then, the design load calculation unit 113 may calculate a design load on the structure based on at least one of the final surface roughness, the final terrain coefficient, and the parameter for the object point C.

The parameter for the object point C means a parameter determined for the object point C among the parameters necessary for calculating the design load. For example, in calculating the wind _load , parameters such as the basic wind speed (V ₀ ) are required in addition to the wind speed altitude distribution coefficient (K _zr ) and the terrain coefficient (K _zt )

The design load calculation unit 113 calculates the design load of the structure to be manufactured at the target point C based on the previously determined parameters for the target point C in addition to the final surface roughness and the final topographic coefficient obtained previously can do.

According to one embodiment, the parameters for the object point C may be determined in advance and stored in the storage unit 12. In this case, the design load calculation unit 113 may use the parameter for the object point C from the storage unit 12 to calculate the design load of the structure.

The parameter for the target point C may be provided from the server 200 via the communication unit 10 or may be input from the user through the input unit 13 according to the embodiment.

However, in some cases, the parameters are not determined at all the points in the target area 20 but only at some points, and the parameter C may not be determined at the target point C where the structure is to be located.

In this case, the design load calculation device 100 calculates the design load C based on the plurality of points P1 to P3, which are located around the object point C and whose parameters used for calculating the design load are predetermined, (C). ≪ / RTI >

8 is an exemplary diagram for explaining a process of calculating a parameter for a target point C according to an embodiment of the present invention.

8, according to an embodiment of the present invention, the design load calculation unit 113 can set a parameter calculation area 30 including a target point C and having a predetermined shape and size have.

For example, the parameter estimation area 30 may be a circular area centered on the object point C and having a predetermined radius, but its shape and size are not limited thereto.

As another example, the parameter calculation area 30 may be an area including a predetermined number of points at which the parameters are predetermined in order from the target point C in the closest order. For example, when a plurality of points where the parameters are predetermined are distributed around the object point (C), the parameter estimation area (30) is located near the object point (C) among the plurality of points And may be set as an area including three points P1 to P3 in order.

Then, the design load calculation unit 113 obtains positional information and parameters of a plurality of points P1 to P3 in the set parameter calculation area 30, and uses the interpolation method based on the positional information and the parameters To calculate the parameter for the target point (C).

For example, the design load calculation unit 113 sets the position information of two or more points P1 to P3 in the three-dimensional coordinate space as the x-axis coordinate and the y-axis coordinate, and sets the parameter value for the corresponding point as z (X, y, z) of the points P1 to P3 in the three-dimensional coordinate space.

Then, the design load calculation unit 113 inputs x-axis coordinates and y-axis coordinates corresponding to the position of the object point C to this function to obtain z-axis coordinates of the object point C, The parameter for the target point C can be calculated.

The design load calculation unit 113 can calculate the design load C 1 of the object point C based on the number of points P1 around the object point C, To P3), the parameter for the object point (C) can be calculated by interpolation.

The parameters calculated in this embodiment are parameters represented by numerical values among parameters used for calculating the design load of the structure. For example, in the case of wind load, the wind speed altitude distribution coefficient and the basic wind speed may be included. Snow load, and the like.

According to the embodiment, the design load calculation unit 113 may calculate the parameter for the target point C, instead of immediately applying the parameter for the target point C calculated through interpolation as described above to the design load calculation Representative representative parameters can be obtained and used for design load calculation.

According to this embodiment, the design load calculation unit 113 sets a parameter calculation area 30 including a target point C and having a predetermined shape and size, and sets a plurality of parameter calculation areas 30 in the set parameter calculation area 30 And calculates a temporary parameter for the object point C using an interpolation method based on the positional information and the parameter and calculates a temporary parameter for the object point C on the basis of the positional information and the parameter, And a value corresponding to a reference range to which the temporary parameter for the object point (C) belongs is determined as a parameter for the object point (C) among the plurality of reference ranges .

That is, in this embodiment, the parameter for the object point C calculated through the interpolation method is not directly applied to the design load calculation, but is compared with the predetermined reference range, and is compared with the reference range to which the parameter for the object point C belongs The corresponding value is used for design load calculation.

For example, according to the building structure standard (KBC), while the basic wind speed is determined to be a multiple of 5, when calculating the basic wind speed of the object point C using the above interpolation method, the value is a multiple of 5 Maybe not.

In this case, the design load calculation unit 113 compares the basic wind speed for the target point C calculated through the interpolation method with a predetermined plurality of basic wind speed reference ranges as the temporary basic wind speed, The representative basic wind speed corresponding to the reference range to which the temporary basic wind speed belongs to the target point C in the range can be determined as the basic wind speed for the target point and used for wind load calculation.

For example, when the temporary basic wind speed of the target point C calculated through the interpolation method is 27 m / s and the reference range for the basic wind speed is set as shown in Table 2 below, The wind speed can be determined as 30 m / s, which is the representative basic wind speed of the reference range to which the temporary basic wind speed 27 m / s belongs.

Representative basic wind speed (m / s) 25 30 35 Reference range 25 m / s or less Greater than 25 m / s
30 m / s or less More than 30 m / s

According to another embodiment of the present invention, the design load calculation unit 113 calculates the design load C for the target point C based on the positional information and the attribute values of a plurality of points P1 to P3 in the parameter calculation region 30, The parameter may be calculated.

Here, the attribute value is basic data used to calculate a parameter used for design load calculation. For example, the attribute value may include a wind speed and a maximum wind speed in case of a wind load, and includes a snow depth and a depth of snow And may include, but is not limited to, bedrock depth, shear wave velocity, N value of standard penetration test, etc. for seismic loads.

According to this embodiment, the design load calculation unit 113 sets a parameter calculation area 30 including a target point C and having a predetermined shape and size, and sets a plurality of parameter calculation areas 30 in the set parameter calculation area 30 And an attribute value for the object point C may be calculated using an interpolation method based on the positional information and the attribute value. Then, the design load calculation unit 113 compares the attribute value of the object point C with a predetermined plurality of parameter reference ranges, and determines the attribute of the object point C among the plurality of parameter reference ranges A parameter corresponding to the parameter reference range to which the value belongs can be determined as a parameter for the object point C.

Instead of obtaining the parameters for the object point C based on the positional information and the parameters of the plurality of points P1 to P3 in the parameter calculation area 30 as described above, In the case of obtaining the parameter for the object point C based on the position information and the attribute value, not only the numerical parameter represented by the numerical value among the parameters used for the design load but also the class parameter expressed by the class can be obtained.

For example, the position information and the shear wave velocity of the plurality of points P1 to P3 are acquired, and the shear wave velocity for the object point C is obtained through interpolation on the basis of the position information and the shear wave velocity, , It is possible to obtain a ground parameter which is a class parameter for the target point (C). That is, the parameter for the object point C calculated in this embodiment may include both the numerical parameter and the class parameter.

According to another embodiment of the present invention, the design load calculation unit 113 calculates the design load C of the target point C using the parameters represented by the classes of the plurality of points P1 to P3 in the parameter calculation region 30, It is also possible to obtain the parameter expressed in the class.

According to this embodiment, the design load calculation unit 113 sets a parameter calculation area 30 including a target point C and having a predetermined shape and size, and sets a plurality of parameter calculation areas 30 in the set parameter calculation area 30 The positional information of the points P1 to P3 and the parameters represented by the class, and convert the parameter represented by the class of each point to a value corresponding to the class. Then, the design load calculation unit 113 calculates a numerical value for the object point C using interpolation on the basis of the positional information of the points P1 to P3 and the converted values, (C) is compared with a predetermined plurality of class reference ranges, and a class corresponding to a class reference range to which the numerical value for the object point (C) belongs among the plurality of class reference ranges is referred to as the object point (C) Can be determined by the parameter expressed by the above-mentioned rank.

That is, according to this embodiment, the design load calculation unit 113 calculates the grade parameter of the point P1 to P3 in the grade parameter used in the design load calculation, And determine a rating parameter for the object point C by comparing the value for the object point C with the rating reference range.

For example, the design load calculation unit 113 obtains the positional information and the ground type of the plurality of points P1 to P3 on which the ground type is determined, and converts the ground type of each point to a corresponding value . For example, the design load calculation unit 113 may convert the ground types S _A to S _E to 1 to 5, respectively.

Then, the design load calculation unit 113 may obtain a numerical value for the object point C using interpolation based on the position information of the points P1 to P3 and the converted values. Then, the design load calculation unit 113 compares the numerical value of the object point C with the class reference range for the ground type as shown in the following table, The grade corresponding to the grade reference range to which the numerical value belongs can be determined as the kind of the ground for the object point C.

Types of ground S _A S _B S _C S _D S _E Reference range Not more than 1.5 Above 1.5
2.5 or less Above 2.5
3.5 or less Above 3.5
4.5 or less Exceeding 4.5

For example, if the numerical value for the object point C is calculated as 3.0, the design load calculation unit 113 can determine the ground type for the object point _C as S _C.

The design load calculation unit 113 may finally calculate the design load on the structure using at least one of the final surface roughness, the final topographic coefficient, and the parameter for the target point C obtained through the above processes . As described above, the calculation of the design load can be performed according to a process presented in the KBC, and the design load calculation unit 113 calculates the design load based on the final surface roughness, the final terrain coefficient, The design load for the structure can be finally calculated through a predetermined calculation using the parameters for the structure C.

According to an embodiment, the design load calculation device 100 further includes a structure analysis unit 114 that performs an operation for at least one of analysis, design, and safety diagnosis of the structure using the calculated design load . The structure analysis unit 114 may further analyze the structure using the calculated design load for the structure.

The above-described ground surface roughness calculating section 111, the terrain factor calculating section 112, the design load calculating section 113 and the structure analyzing section 114 execute a program for calculating the design load to perform the design load calculating operation Processor, e.g., a CPU. Further, the program may be stored in the storage unit 12, and the design load calculation apparatus 100 may execute the program by loading the program from the storage unit 12. [

The design load calculation apparatus 100 according to an embodiment of the present invention may further include an output unit 14. The output unit 14 may output a calculated value, a design load, a map of an area where a structure is to be located, and the like to a user according to an embodiment of the present invention. According to one embodiment, the output unit 14 may include a display for visually displaying predetermined information, for example, an LCD, a PDP.

9 is a flowchart illustrating a design load calculation method 300 according to an embodiment of the present invention.

The design load calculation method 300 may be performed by the design load calculation apparatus 100 according to the embodiment of the present invention described above.

9, the design load calculation method 300 includes the steps of calculating roughness calculation areas 211 to 218 including a target point C within a target area 20 and having a predetermined shape and size, The height information of the plurality of points X in the roughness calculation area is obtained for each of the roughness calculation areas 211 to 218 and the height information obtained from each roughness calculation area is statistically processed Calculating a representative value of each of the roughness calculation areas, calculating ground surface roughness of the roughness calculation area for each of the roughness calculation areas according to the representative value, calculating a design load of the structure based on the roughness of the ground surface of each roughness calculation area (S310) of calculating a final surface roughness to be used in the target area (20), calculating a final surface roughness to be used in the target area (20) And obtaining the position and height information of the plurality of points (X) in each of the terrain coefficient calculation areas by the set terrain factor calculation area, Calculating a horizontal distance between the vertex of the topographic coefficient calculation area and the object point (C) for each of the topographic coefficient calculation areas by using the position and height information, (S320) of calculating a final terrain factor to be used in calculating the design load of the structure based on the terrain factor of each of the terrain factor calculation areas, and calculating the final terrain factor, Calculating a design load for the structure based on at least one of a coefficient and a parameter for the target point (S330 ).

According to one embodiment, the object point C may be a point at which the structure in the object area 20 is located. According to another embodiment, the object point C may be a point corresponding to a parcel to which the structure in the object area 20 belongs, for example, a point in a parcel.

According to an exemplary embodiment, the step of calculating the final surface roughness (S310) may include the step of setting the sector areas 211 to 218 having a predetermined central angle around the target point C as the roughness calculation area .

According to one embodiment, the step S310 of calculating the final surface roughness may be such that, when the point X in the roughness calculation areas 211 to 218 is located in the building, And calculating a height of the point at zero if the point in the roughness estimation area is located on the ground or the water surface.

According to another embodiment, the step S310 of calculating the final surface roughness may include calculating the final surface roughness in the target area 20 before obtaining the height information of the plurality of points X in the roughness calculation areas 211 to 218 After acquiring the position and height information of a plurality of sample points, height information of a plurality of points (X) in the roughness calculation areas (211 to 218) is obtained by interpolation based on the position and height information of the sample point .

According to still another embodiment, the step S310 of calculating the final surface roughness may be performed before the height information of the plurality of points X in the roughness calculation areas 211 to 218 is obtained. The method comprising: acquiring position and height information of a plurality of sample points within the roughness calculation area, generating a digital elevation model using position and height information of the sample point, And acquiring the information.

In the embodiment of obtaining the height information of the point X based on the position and height information of the sample point, if the sample point is located in the building, the height of the building is calculated as the height of the sample point, When the sample point is located on the ground or the water surface, the height of the sample point can be calculated as zero.

According to one embodiment, the step S310 of calculating the final surface roughness may include calculating one of an average value, a median value, a maximum value, and a minimum value of heights of a plurality of points X in the roughness calculation areas 211 to 218, As the representative values of the calculation regions 211 to 218.

According to another embodiment, the step of calculating the final surface roughness (S310) may include calculating a frequency distribution of heights of a plurality of points (X) in the roughness calculation areas (211 to 218) May determine the rank value of the largest rank as the representative value of the roughness calculation areas 211 to 218.

According to another embodiment, the final surface roughness calculation step S310 may include calculating a frequency distribution of the height of a plurality of points X in the roughness calculation areas 211 to 218, And determining the average value of the heights of the points belonging to the highest rank as the representative values of the roughness calculation areas 211 to 218.

Then, the final ground surface roughness calculation step S310 may include comparing the representative values of the roughness calculation areas 211 to 218 with a reference range set for each of the plurality of ground surface roughnesses, Determining the surface roughness of the reference range to which the value belongs as the surface roughness of the roughness calculation areas 211 to 218.

The step (S310) of calculating the final surface roughness may include determining the lowest level of roughness among the surface roughnesses of the respective roughness calculation regions as the final surface roughness.

According to an exemplary embodiment of the present invention, the final terrain coefficient calculation step S320 may include calculating the final terrain factor using the area 221-224 between the intersecting lines intersecting at the object point C in the object area 20 And setting the terrain factor calculation area to the terrain factor estimation area.

According to another embodiment of the present invention, the step (S320) of calculating the final terrain factor may include setting a region of a straight line passing through the target point (C) in the target area (20) Step < / RTI >

According to one embodiment, the step S320 of calculating the final terrain coefficient may include calculating an electronic map for a plurality of points X in the terrain coefficient calculating areas 221 to 224, calculating the terrain coefficient calculating areas 221 to 224 Obtaining the position and height information of the plurality of points X in the terrain coefficient calculation areas 221 to 224 from at least one of the survey data obtained by measuring the plurality of points X in the landform coefficient calculation area 221 to 224.

According to another embodiment, calculating (S320) the final terrain factor may comprise interpolating based on at least one of an electronic map for the object area (20) and survey data for the object area (20) And obtaining position and height information of a plurality of points X in the terrain coefficient calculation areas 221 to 224.

According to another embodiment, the step of calculating the final terrain coefficient (S320) may include calculating the final terrain coefficient using at least one of an electronic map for the target area (20) and survey data for the target area (20) Generating a numerical elevation model for the region 20 and obtaining position and height information of a plurality of points X in the terrain coefficient calculation regions 221 to 224 from the digital elevation model.

According to an exemplary embodiment of the present invention, the final landform coefficient calculation step S320 may include calculating the final landform coefficient from among the plurality of points X in the landform coefficient calculation areas 221 to 224, 221 to 224).

According to another embodiment of the present invention, the step of calculating the final terrain factor (S320) may include calculating the final terrain factor by calculating the horizontal distance between the plurality of points X and the target point C in the terrain coefficient calculation areas 221 to 224 And when a point in the middle of the three or more selected points in the order of the horizontal distance between the point and the object point C is the highest, 221 to 224). If the number N of the selected points is an odd number, the middle point corresponds to (N + 1) / 2 th point. If the number N of selected points is an even number, Th point or (N / 2) + 1 th point.

In this case, in the case of a point located at one side 221a centering on the object point C in the terrain coefficient determination area 221, the horizontal distance between the corresponding point and the object point C is negative, The horizontal distance between the corresponding point and the object point C may be a positive number in the case of a point located on the other side 221b with respect to the object point C in the calculation region 221. [

In this embodiment, the step (S320) of calculating the final terrain factor may include a step of, if there are a plurality of highest points corresponding to the intermediate points obtained from a plurality of points (X) in the terrain coefficient calculation areas 221 to 224, And determining a point at which the horizontal distance from the object point C to the object point C is the shortest among the plurality of highest points as the apex of the topographic coefficient determination areas 221 to 224.

The step (S320) of calculating the final terrain coefficient may include determining the largest terrain coefficient among the terrain coefficients of the respective terrain coefficient calculating areas as the final terrain coefficient.

The step of calculating the design load S330 may calculate the design load on the structure based on at least one of the final surface roughness, the final terrain coefficient, and the parameter for the target point C. [

Here, the parameters used in the calculation of the design load include one or both of a numerical parameter expressed in numerical value and a grade parameter expressed in a grade, for example, in the case of wind load calculation, a wind speed altitude distribution coefficient and a basic wind speed And can include the basic ground snow load in the case of tidal load calculation, and in case of seismic load calculation, it may include, but is not limited to, the ground type.

According to an embodiment of the present invention, the step of calculating the design load S330 may include setting a parameter calculation area 30 including a target point C and having a predetermined shape and size, Acquiring positional information and parameters of a plurality of points (P1 to P3) in the region (30), and calculating a parameter for the object point (C) by interpolation on the basis of the positional information and the parameter . The parameters calculated through this embodiment correspond to the numerical parameters among the parameters used for calculating the design load.

According to the embodiment, the step of calculating the design load S330 may include setting a parameter calculation area 30 including a target point C having a predetermined shape and size, Obtaining a positional information and a parameter of the plurality of points (P1 to P3) and calculating a temporary parameter for the object point (C) by interpolation on the basis of the positional information and the parameter, And a value corresponding to a reference range to which the temporary parameter for the object point (C) belongs among the plurality of reference ranges is set as a parameter for the object point (C) As shown in FIG. The parameters calculated through this embodiment also correspond to the numerical parameters among the parameters used for calculating the design load.

According to another embodiment of the present invention, the step of calculating the design load S330 includes setting a parameter calculation area 30 including a target point C and having a predetermined shape and size, Acquires positional information and attribute values of a plurality of points P1 to P3 in the region 30 and calculates an attribute value for the object point C using an interpolation method based on the positional information and the attribute value , Comparing an attribute value for the object point (C) with a predetermined plurality of parameter reference ranges, and determining a parameter corresponding to the parameter reference range to which the attribute value for the object point (C) belongs among the plurality of parameter reference ranges As a parameter for the target point (C). The parameter calculated through this embodiment includes not only the numerical parameter but also a parameter (for example, a ground type, etc.) expressed by a grade, and the attribute value includes basic data used for calculating the parameter The shear wave velocity used to determine, the N value of the standard penetration test, etc.).

The property values include, but are not limited to, at least one of wind speed, annual maximum wind speed, snow depth, snow depth, bedrock depth, shear wave velocity and N values of standard penetration test.

According to another embodiment of the present invention, the step of calculating the design load S330 may include setting a parameter calculation area 30 including a target point C and having a predetermined shape and size, Acquiring parameters represented by the positional information and class of the plurality of points (P1 to P3) in the estimation region (30), converting the parameter represented by the class of each point into a value corresponding to the class, Calculating a value for the object point (C) using interpolation based on the position information of the object points (P1 to P3) and the converted value, comparing the numerical value of the object point with a predetermined plurality of class reference ranges, The class corresponding to the class reference range to which the numerical value for the object point (C) belongs among the plurality of class reference ranges is set as a parameter represented by the class for the object point (C) And a step of determining the number

That is, in this embodiment, a grade parameter is numerically calculated, a numerical value for the object point C is obtained through an interpolation method, and the numerical value is compared with a grade reference range to determine a grade parameter for the object point C.

The design load calculation method 300 may further include performing an operation for at least one of analysis, design, and safety diagnosis of the structure using the calculated design load.

The design load calculation method 300 according to the embodiment of the present invention described above can be stored in a computer-readable recording medium manufactured as a program to be executed in a computer. The computer-readable recording medium includes all kinds of storage devices in which data that can be read by a computer system is stored. Examples of the computer-readable recording medium include ROM, RAM, CD-ROM, magnetic tape, floppy disk, optical data storage, and the like. In addition, the design load calculation method 300 according to the above-described embodiment of the present invention can be implemented by a computer program stored in a medium for execution in combination with the computer.

According to the design load calculation device and method, various design loads including a wind load applied to a structure can be calculated objectively and rationally, and safety and economical efficiency of the structure can be improved.

While the present invention has been described with reference to the exemplary embodiments, it is to be understood that the invention is not limited to the disclosed exemplary embodiments. Those skilled in the art will appreciate that various modifications may be made to the embodiments described above. The scope of the present invention is defined only by the interpretation of the appended claims.

100: design load calculation device
10:
11:
12:
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14: Output section
111: Ground surface roughness calculation unit
112: terrain coefficient calculation unit
113: Design load calculation section
114: Structure Analysis Section

Claims (46)

Setting a predetermined number of roughness calculation areas including a target point in a target area and having a predetermined shape and size, obtaining height information of a plurality of points in each roughness calculation area by the set roughness calculation area, Calculating a representative value of each of the roughness calculation regions by statistically processing the height information obtained from the roughness calculation region, calculating ground surface roughness of the roughness calculation region for each of the roughness calculation regions according to the representative value, A surface roughness calculator for calculating a final surface roughness to be used in calculating the design load of the structure based on the surface roughness of the calculation area;
Setting a predetermined number of terrain factor calculation areas including the object point in the target area and having a predetermined shape and size, and setting a position and height of a plurality of points in the terrain factor calculation area by the set terrain factor calculation area Determining a top of each of the plurality of topographic coefficient determination areas using the position and height information obtained from each of the plurality of topographic coefficient calculation areas, Calculating a horizontal distance between the target points to calculate a topographic coefficient of each of the topographic coefficient calculating regions and calculating a final topographic coefficient to be used in calculating the design load of the structure based on the topographic coefficients of the respective topographic coefficient calculating regions, A calculating unit; And
And a design load calculation unit that calculates a design load for the structure based on at least one of the final ground surface roughness, the final terrain factor, and parameters for the target point,
The parameter is:
A design load calculation device including at least one of a basic wind speed, a basic ground snow load, and a ground type. The method according to claim 1,
The target point is:
A point at which the structure is located within the object area; or
Wherein the design load calculation unit is a point corresponding to a parcel to which the structure in the target area belongs. The method according to claim 1,
Wherein the surface roughness calculation unit comprises:
And sets a sector area having a predetermined central angle around the target point as the roughness calculation area. The method according to claim 1,
Wherein the surface roughness calculation unit comprises:
The height of the building is calculated as the height of the point when the point in the roughness calculation area is located in the building,
And a height of the point is calculated as 0 when the point in the roughness calculation area is located on the ground or the water surface. The method according to claim 1,
Wherein the surface roughness calculation unit comprises:
The method comprising: obtaining position and height information of a plurality of sample points in the object area before obtaining height information of the plurality of points in the roughness calculation area; Obtain height information of a plurality of points in the calculation region, or
The position and height information of a plurality of sample points in the target area is obtained before obtaining height information of a plurality of points in the roughness calculation area, and then a digital elevation model is generated using the position and height information of the sample point Obtaining height information of a plurality of points in the roughness calculation area using the digital elevation model,
A height of the building is calculated as the height of the corresponding sample point when the sample point is located in the building and a design load calculating device for calculating the height of the sample point as 0 when the sample point is located on the ground or the water surface . The method according to claim 1,
Wherein the surface roughness calculation unit comprises:
Determining one of an average value, a median value, a maximum value, and an optimal value of the heights of the plurality of points in the roughness calculation area as the representative value of the roughness calculation area,
Calculating a frequency distribution of heights of a plurality of points in the roughness calculation area and determining a rank value of a class having the largest frequency in the frequency distribution as the representative value of the roughness calculation area;
Calculates a frequency distribution for the height of a plurality of points in the roughness calculation area and determines an average value of the heights of the points in the frequency distribution as the representative value of the roughness calculation area. The method according to claim 1,
Wherein the surface roughness calculation unit comprises:
Wherein the representative value of the roughness calculation area is compared with a reference range set for each of the plurality of ground surface roughnesses and a ground surface roughness of the reference range to which the representative value belongs is determined as the ground surface roughness of the roughness calculation area Load calculating device. The method according to claim 1,
Wherein the surface roughness calculation unit comprises:
And determines the lowest grade roughness among the surface roughnesses of the respective roughness calculation areas as the final roughness of the ground surface. The method according to claim 1,
Wherein the terrain factor calculation unit comprises:
Setting an area between intersecting lines intersecting with each other at the target point in the target area as the terrain coefficient calculating area, or
And sets an area of a straight line passing through the object point within the object area as the terrain factor calculation area. The method according to claim 1,
Wherein the terrain factor calculation unit comprises:
Acquiring location and height information of a plurality of points in the terrain factor estimation area from at least one of an electronic map for a plurality of points in the terrain factor estimation area and measurement data obtained by measuring a plurality of points in the terrain factor estimation area do or,
Acquiring position and height information of a plurality of points in the terrain factor estimation area using an interpolation method based on at least one of an electronic map for the target area and survey data for the target area,
Generating a digital elevation model for the target area by using at least one of an electronic map for the target area and survey data for the target area, calculating a position of a plurality of points in the terrain coefficient calculation area from the digital elevation model And height information. The method according to claim 1,
Wherein the terrain factor calculation unit comprises:
And determines the highest point among the plurality of points in the topographic coefficient calculation area as the vertex of the topographic coefficient calculation area. The method according to claim 1,
Wherein the terrain factor calculation unit comprises:
Selecting at least three points that are consecutive in the order of a horizontal distance between a point among a plurality of points in the terrain coefficient calculation area and the object point, And determines the point as the apex of the terrain coefficient calculation area when the point at which the topographic coefficient is calculated is the highest point. 13. The method of claim 12,
In the case of a point located at one side of the target point within the terrain factor estimation area, the horizontal distance between the target point and the target point is negative,
Wherein the horizontal distance between the corresponding point and the target point is a positive number in the case of a point located on the other side of the target point within the terrain coefficient calculation area. 13. The method of claim 12,
Wherein the terrain factor calculation unit comprises:
Wherein when the highest point corresponding to the intermediate point obtained from a plurality of points in the terrain factor calculation region is a plurality of points, a point having the shortest horizontal distance from the object point among the plurality of highest points is determined as the point Design load calculation device determined by vertex. The method according to claim 1,
Wherein the terrain factor calculation unit comprises:
And determines the largest terrain factor among the terrain coefficients of the respective terrain factor calculation areas as the final terrain factor. delete The method according to claim 1,
Wherein the design load calculation unit comprises:
Setting a parameter calculation region including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation region, interpolating the position information and the parameter based on the position information and the parameter, And calculates a parameter for the target point. The method according to claim 1,
Wherein the design load calculation unit comprises:
Setting a parameter calculation region including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation region, interpolating the position information and the parameter based on the position information and the parameter, Calculating a temporary parameter for the target point, comparing a temporary parameter for the target point with a predetermined plurality of reference ranges, calculating a value corresponding to a reference range to which the temporary parameter for the target point belongs among the plurality of reference ranges Is determined as a parameter for the target point. The method according to claim 1,
Wherein the design load calculation unit comprises:
Setting a parameter estimation area including a target point and having a predetermined shape and size, acquiring position information and attribute values of a plurality of points in the set parameter estimation area, interpolating the position information and the attribute value based on the position information and the attribute value And the attribute value for the target point is compared with a predetermined plurality of parameter reference ranges, and a parameter reference value to which the attribute value for the target point belongs in the plurality of parameter reference ranges And determines a parameter corresponding to the range as a parameter for the target point. 20. The method of claim 19,
The attribute value is:
A design load calculation device including at least one of wind speed, annual maximum wind speed, snowfall amount, snow depth, bedrock depth, shear wave velocity, and N value of standard penetration test. The method according to claim 1,
Wherein the design load calculation unit comprises:
Setting a parameter calculation area including a target point and having a predetermined shape and size, obtaining parameters represented by position information and class of a plurality of points in the set parameter calculation area, Calculating a numerical value for the target point using an interpolation method based on the positional information of the point and the converted numerical value, and calculating a numerical value for the target point based on a predetermined plurality of grades And determines a grade corresponding to a grade reference range to which the numerical value for the target point belongs among the plurality of grade grade reference ranges as a parameter represented by the grade for the target point. The method according to claim 1,
The design load calculation device comprises:
And a structure analyzer for performing an arithmetic operation for at least one of analysis, design, and safety diagnosis of the structure using the design load. Setting a predetermined number of roughness calculation areas including a target point in a target area and having a predetermined shape and size, obtaining height information of a plurality of points in each roughness calculation area by the set roughness calculation area, Calculating a representative value of each of the roughness calculation regions by statistically processing the height information obtained from the roughness calculation region, calculating ground surface roughness of the roughness calculation region for each of the roughness calculation regions according to the representative value, Calculating a final surface roughness to be used for calculating the design load of the structure based on the surface roughness of the calculated area;
Setting a predetermined number of terrain factor calculation areas including the object point in the target area and having a predetermined shape and size, and setting a position and height of a plurality of points in the terrain factor calculation area by the set terrain factor calculation area Determining a top of each of the plurality of topographic coefficient determination areas using the position and height information obtained from each of the plurality of topographic coefficient calculation areas, Calculating a terrain coefficient of each of the geomorphic coefficient calculation areas by calculating a horizontal distance between the target points and calculating a final terrain coefficient to be used in calculating a design load of the structure based on the geomorphic coefficients of the respective geomorphic coefficient calculation areas; And
Calculating a design load for the structure based on at least one of the final surface roughness, the final terrain factor, and a parameter for the target point;
And calculating the design load. 24. The method of claim 23,
The target point is:
A point at which the structure is located within the object area; or
And a point corresponding to a parcel to which the structure in the target area belongs. 24. The method of claim 23,
Wherein the step of calculating the final surface roughness comprises:
And setting a sector area having a predetermined central angle around the target point as the roughness calculation area. 24. The method of claim 23,
Wherein the step of calculating the final surface roughness comprises:
Calculating a height of the building at a height of the point when the point in the roughness calculation area is located in the building; And
Calculating a height of the point at zero if the point in the roughness calculation area is located on a ground or a water surface;
And calculating the design load. 24. The method of claim 23,
Wherein the step of calculating the final surface roughness comprises:
The method comprising: obtaining position and height information of a plurality of sample points in the object area before obtaining height information of the plurality of points in the roughness calculation area; Obtaining height information of a plurality of points in the calculation area, or
The position and height information of a plurality of sample points in the target area is obtained before obtaining height information of a plurality of points in the roughness calculation area, and then a digital elevation model is generated using the position and height information of the sample point And obtaining height information of a plurality of points in the roughness calculation area using the digital elevation model,
Calculating a height of the building as a height of the sample point when the sample point is located in the building and calculating a height of the sample point as 0 when the sample point is located on the ground or the water surface . 24. The method of claim 23,
Wherein the step of calculating the final surface roughness comprises:
Determining, as the representative value of the roughness calculation area, one of an average value, a median value, a maximum value and an optimal value of the heights of the plurality of points in the roughness calculation area,
Calculating a frequency distribution of heights of a plurality of points in the roughness calculation area and determining a rank value of a class having the largest frequency in the frequency distribution as the representative value of the roughness calculation area;
Calculating a frequency distribution for the height of a plurality of points in the roughness calculation area and determining an average value of the heights of the points belonging to the highest class in the frequency distribution as the representative value of the roughness calculation area; Calculation method. 24. The method of claim 23,
Wherein the step of calculating the final surface roughness comprises:
Comparing the representative value of the roughness calculation area with a reference range set for each of the plurality of ground surface roughnesses and determining the ground surface roughness of the reference range to which the representative value belongs from the plurality of ground surface roughnesses as the ground surface roughness of the roughness calculation area And calculating the design load. 24. The method of claim 23,
Wherein the step of calculating the final surface roughness comprises:
And determining the lowest grade roughness among the surface roughnesses of the respective roughness calculation areas as the final surface roughness. 24. The method of claim 23,
Wherein calculating the final terrain factor comprises:
Setting an area between intersecting lines intersecting with each other at the object point in the object area as the terrain coefficient calculating area, or
And setting an area of a straight line passing through the object point within the object area as the terrain factor calculation area. 24. The method of claim 23,
Wherein calculating the final terrain factor comprises:
Acquiring location and height information of a plurality of points in the terrain factor estimation area from at least one of an electronic map for a plurality of points in the terrain factor estimation area and measurement data obtained by measuring a plurality of points in the terrain coefficient calculation area , ≪ / RTI >
Acquiring position and height information of a plurality of points in the terrain factor estimation area using an interpolation method based on at least one of an electronic map for the target area and survey data for the target area,
Generating a digital elevation model for the target area by using at least one of an electronic map for the target area and survey data for the target area, calculating a position of a plurality of points in the terrain coefficient calculation area from the digital elevation model And obtaining the height information. 24. The method of claim 23,
Wherein calculating the final terrain factor comprises:
And determining the highest point among a plurality of points in the topographic coefficient calculation area as the vertex of the topographic coefficient calculation area. 24. The method of claim 23,
Wherein calculating the final terrain factor comprises:
Selecting at least three points that are consecutive in the order of a horizontal distance between a point among a plurality of points in the terrain coefficient calculation area and the object point, Determining the point as the vertex of the topographic coefficient calculating area when the point at which the topographic coefficient is calculated is the highest point. 35. The method of claim 34,
In the case of a point located at one side of the target point within the terrain factor estimation area, the horizontal distance between the target point and the target point is negative,
Wherein the horizontal distance between the corresponding point and the target point is a positive number in the case of a point located on the other side of the target point within the terrain factor calculation area. 35. The method of claim 34,
Wherein calculating the final terrain factor comprises:
Wherein when the highest point corresponding to the intermediate point obtained from a plurality of points in the terrain factor calculation region is a plurality of points, a point having the shortest horizontal distance from the object point among the plurality of highest points is determined as the point And a step of determining the design load as a vertex. 24. The method of claim 23,
Wherein calculating the final terrain factor comprises:
And determining the largest terrain factor among the terrain coefficients of the respective terrain factor calculation areas as the final terrain factor. 24. The method of claim 23,
The parameter is:
A design load calculation method including at least one of a basic wind speed, a basic ground snow load, and a ground type. 24. The method of claim 23,
The step of calculating the design load includes:
Setting a parameter calculation region including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation region, interpolating the position information and the parameter based on the position information and the parameter, And calculating a parameter for the target point. 24. The method of claim 23,
The step of calculating the design load includes:
Setting a parameter calculation region including a target point and having a predetermined shape and size, acquiring position information and parameters of a plurality of points in the set parameter estimation region, interpolating the position information and the parameter based on the position information and the parameter, Calculating a temporary parameter for the target point, comparing a temporary parameter for the target point with a predetermined plurality of reference ranges, calculating a value corresponding to a reference range to which the temporary parameter for the target point belongs among the plurality of reference ranges As a parameter for the object point. ≪ Desc / Clms Page number 24 > 24. The method of claim 23,
The step of calculating the design load includes:
Setting a parameter estimation area including a target point and having a predetermined shape and size, acquiring position information and attribute values of a plurality of points in the set parameter estimation area, interpolating the position information and the attribute value based on the position information and the attribute value And the attribute value for the target point is compared with a predetermined plurality of parameter reference ranges, and a parameter reference value to which the attribute value for the target point belongs in the plurality of parameter reference ranges And determining a parameter corresponding to the range as a parameter for the target point. 42. The method of claim 41,
The attribute value is:
A design load calculation method comprising at least one of wind velocity, annual maximum wind speed, snowfall, snow depth, bedrock depth, shear wave velocity, and N value of standard penetration test. 24. The method of claim 23,
The step of calculating the design load includes:
Setting a parameter calculation area including a target point and having a predetermined shape and size, obtaining parameters represented by position information and class of a plurality of points in the set parameter calculation area, Calculating a numerical value for the target point using an interpolation method based on the positional information of the point and the converted numerical value, and calculating a numerical value for the target point based on a predetermined plurality of grades Determining a grade corresponding to a grade reference range to which a numerical value for the object point belongs among the plurality of grade grade ranges as a parameter represented by the grade for the object point, Calculation method. 24. The method of claim 23,
The design load calculation method includes:
And performing an operation for at least one of analysis, design, and safety diagnosis of the structure using the design load. A computer-readable recording medium,
44. A recording medium on which a program for executing a design load calculating method according to any one of claims 23 to 44 is recorded on a computer. 44. A computer program stored in a medium for executing a design load calculation method according to any one of claims 23 to 44 in combination with a computer.

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