Submitted:
29 April 2024
Posted:
30 April 2024
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Abstract
Keywords:
1. Introduction
1.1. The Value and Protection of Traditional Chinese Villages
1.2. Literature Review on Parametric Design Research
1.3. The Purpose and Significance of the Research
2. Research Method
2.1. Parametric Technology
- Enables quantitative analysis of spatial characteristics in traditional villages.
- Allows for the reconstruction of spatial textures, providing an objective and rational design approach that enhances the scientific and rational aspects of planning and design.
- Utilizes computer software platforms as the data foundation for AI planning models, facilitating dynamic simulations of village growth processes.
- Features strong scalability and openness, allowing for manual modifications and adjustments to objectively generated plans, which supports efficient public participation and aids in building information management systems for traditional village protection.
2.2. Selection of Software Platform: CityEngine

2.3. Research Ideas
3. Extraction of Core Parameters of Spatial Characteristics in Traditional Chinese Villages
3.1. Spatial Feature Analysis
3.2. Parameter Analysis and Extraction Rules of Road Spatial Features
- The road network morphology can be summarized into three types: organic, raster, and radial. Complex road networks can be achieved through the superposition and fusion of these three types (Figure 3).
- The number of village centers refers to the number of public centers in the village, and the road density in the village center is often higher than that in the periphery (Figure 4).
- Figure 5 illustrates the spatial quantification feature for road length, road angle, and road intersections, where 02 represents road intersections, 04 represents road nodes, d1 represents distance between road intersections, θ represents the road intersection angle, and β represents the angle between roads.
3.3. Parameter Analysis and Extraction Rules for Spatial Features of Blocks
- The block subdivision forms have three types: recursive subdivide, offset subdivide and skeleton subdivide (Figure 6).
- Figure 7 illustrates the quantitative extraction method for block planar morphological features, where θ represents the block interior angle, L and W represent block boundary lines, and L’ represents the block direction line, which is a straight line parallel to the long side of the bounding rectangle outside the block.
3.4. Parameter Analysis and Extraction Rules of Building Space Features
- The patterns of building foundation shapes mainly include L-shaped, U-shaped, I-shaped, and combinations of these types (Figure 8).
- The building angle is the smaller angle between the building direction line and the reference line. Figure 9 illustrates the extraction rules for building angle.
- Figure 10 illustrates the extracted elements of building facade morphological features.
4. Parameterized Reconstruction and Practical Application of Traditional Village Space
4.1. Parameterized Space Reconstruction
4.1.1. Organization of Associated Feature Elements
4.1.2. Visualization Model Construction
4.2. Practical Application of Parameterized Space Reconstruction
4.2.1. Research Area
4.2.2. Data Acquisition and Establishment of Parameter Sets
4.2.3. Reconstruction and Continuation of Spatial Texture
5. Conclusions
6. Discussion
6.1. Play the Important Role of Planners in Computer Aided Planning and Design
6.2. Building Effective Application Methods and Approaches
6.3. Limitations and Prospects of Research
6.3.1. Improving the Extraction Method of Spatial Features and Organizational Rules
6.3.2. Multidimensional Optimization Parameterized Content System
6.3.3. Application of Planning and Design Considering Traditional Village Differentiation
6.3.4. The Construction of Efficient Public Participation Platform
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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| Classification | Form | Parameter | Extraction Algorithm |
|---|---|---|---|
| Overall morphological characteristics of roads | Road network morphology | Road network morphology mode | Extract characteristics based on the current road network |
| Number of village centers | Based on on-site research and experience judgment | ||
| Number of roads | Number of road sections | The number of sections of a single road | |
| Road intersection | Minimum distance between road intersections |
f(IntersectionsDiatanceMin)=Min(d1,d2,d3...dn); d represent the shortest road distance between road network intersections |
|
| Intersection ratio |
R=Nr/Ni Nr represent number of road nodes Ni represent number of intersection nodes |
||
| Minimum angle of intersection |
f(MinAngle)=Min(θ1,θ2,θ3...θn); θ represent minimum value of intersection angle |
||
| Road deflection angle | Maximum deviation angle of the road |
f(MaxDeflectionAngle)=Max(β1,β2,β3...βn); β represent the maximum value of the minimum angle set between adjacent two sections of road |
|
| Characteristics of Road Plane Morphology | Road length | Long road length(lrl) |
lave=Average(l1,l2,l3...ln) f(lrl)=Average(la1,la2,la3...lan),among them lan>lave f(srl)=Average(lb1,lb2,lb3...lbn),among them lbn<lave |
| Shorter road length(srl) | |||
| Elastic interval of longer road length (elrl) | f(elrl)=[│max(la1,la2,...lan)-f(lrl)│+│min(la1,la2,...lan)-f(lrl)│]/2 | ||
| Elastic interval of shorter road length (esrl) | f(esrl)=[│max(lb1,lb2,lb3...lbn)-f(srl)│+│min(lb1,lb2,lb3...lbn)-f(srl)│]/2 | ||
| Road width | Main road width (mrw) | f(mrw)=Average(wm1,wm2,wm3...wmn) | |
| secondary road width (srw) | f(srw)=Average(ws1,ws2,ws3...wsn) | ||
| Elastic range of main road width (emrw) | f(emrw)=[│max(wm1,wm2,wm3...wmn)-f(mrw)│+│min(wm1,wm2,wm3...wmn)-f(mrw)│]/2 | ||
| Elastic range of secondary road width (esrw) | f(esrw)=[│max(ws1,ws2,ws3...wsn)-f(srw)│+│min(ws1,ws2,ws3...wsn)-f(srw)│]/2 | ||
| Vertical morphological characteristics of roads | Road elevation | Road elevation max | f(RoadElevationMax)=Max[Elevation(e1,e2,e3...en)] |
| Road elevation min | f(RoadElevationMin)=Min[Elevation(e1,e2,e3...en)] | ||
| Road elevation average | f(RoadElevationAverage)=Ave[Elevation(e1,e2,e3...en)] | ||
| Elastic range of road elevation | f(eere)=[│emax-eave│+│emin-eave│]/2 | ||
| Road slope | Slope range | f(SlopeRange)=[Smax,Smin] |
| Classification | Form | Parameter | Extraction Algorithm |
|---|---|---|---|
| Organizational structure characteristics | Cluster form | Block subdivision form |
f(SubdivideType)=Recursive Subdivide; f(SubdivideType)=Offset Subdivide; f(SubdivideType)=Skeleton Subdivide; |
| Subdivision type ratio | a1%,a2%,a3%, a1+a2+a3=100 | ||
| Block density | Maximum block density | f(DensityMax)=Max(a1,a2,a3,...an) | |
| Minimum block density | f(DensityMin)=Min(a1,a2,a3,...an) | ||
| Average block density | f(DensityAverage)=Average(a1,a2,a3,...an) | ||
| Block direction | Maximum block direction | f(DirectionMax)=Max(β1,β2,β3,...βn) | |
| Minimum block direction | f(DirectionMin)=Min(β1,β2,β3,...βn) | ||
| Average block direction | f(DirectionAverage)=Average(β1,β2,β3,...βn) | ||
| Terrain adaptation methods | Terrain adaptation methods | f(LotAlignment)={Uneven,Minmum,Maxmum,Average} | |
| Functional blocks number ratio | Functional blocks number ratio | a1%,a2%,a3...an%, a1+a2+a3+...an=100 | |
| Block interface density | Block interface density | ,Ri represent the length of the base on one side of the boundary of the i-th building adjacent to the block; L is the length of the block boundary | |
| Planar morphological features | Block area | Maximum block area | f(AreaMax)=Max[area(a1,a2,a3,...an)] |
| Minimum block area | f(AreaMin)=Min[area(a1,a2,a3,...an)] | ||
| Average block area | f(AreaAverage)=Average[area(a1,a2,a3,...an)] | ||
| The interval size and probability distribution of block area | f[AreaFrequency(i-j)]=Frequency(date_arry,bin_arry) | ||
| Block boundary line | The longest side length of the bounding rectangle on the block | f(EdgeLongest)=Max(l1,l2,l3,...ln) | |
| The shortest side length of the bounding rectangle of the block | f(EdgeShortest)=Min(l1,l2,l3,...ln) | ||
| The average side length of the bounding rectangle of the block | f(EdgeAverage)=Average(l1,l2,l3,...ln) | ||
| The maximum length-width ratio of bounding rectangle outside the block | f(MaxtLength/Width ratio)=Max(a1,a2,a3,...an) | ||
| The minimum length-width ratio of bounding rectangle outside the block | f(MintLength/Width ratio)=Min(a1,a2,a3,...an) | ||
| The average length-width ratio of bounding rectangle outside the block | f(AverageLength/Width ratio)=Average(a1,a2,a3,...an) | ||
| Block interior angle | Maximum block interior angle | f(CoenerAngleMax)=Max(θ1,θ2,θ3,...θn) | |
| Minimum block interior angle | f(CoenerAngleMim)=Min(θ1,θ2,θ3,...θn) | ||
| Average block interior angle | f(CoenerAngleAverage)=Average(θ1,θ2,θ3,...θn) |
| Classification | Form | Parameter | Extraction Algorithm |
|---|---|---|---|
| Characteristics of building plane form | Building foundation | Building foundation shape | Using typological methods to extract the shape of building plans |
| Scale of building foundation shape | s1%,s2%,s3...sn.%, s1+s2+s3+...sn=100,sn% represent the ratio of the number of n-th type building plans to the total number of buildings | ||
| Building width | Maximum building width | f(BuildingWidthMax)=Max(w1,w2,w3,...wn) | |
| Minimum building width | f(BuildingWidthMin)=Min(w1,w2,w3,...wn) | ||
| Average building width | f(BuildingWidthAverage)=Average(w1,w2,w3,...wn) | ||
| Building depth | Maximum building depth | f(BuildingDepthMax)=Max(d1,d2,d3,...dn) | |
| Minimum building depth | f(BuildingDepthMin)=Min(d1,d2,d3,...dn)) | ||
| Average building depth | f(BuildingDepthAverage)=Average(d1,d2,d3,...dn)) | ||
| Building area | Maximum building area | f(BuildingShapeAreaMax)=Max[area(a1,a2,a3,...an)] | |
| Minimum building area | f(BuildingShapeAreaMin)=Min[area(a1,a2,a3,...an)] | ||
| Average building area | f(BuildingShapeAreaAverage)=Average[area(a1,a2,a3,...an)] | ||
| Concentrated distribution range of building area | f[BuildingShapeArea(i-j)]=Frequency(date_arry,bin_arry) | ||
| Characteristics of building facade form | Building height | Maximum building height | f(BuildingHeightMax)=Max(β1,β2,β3,...βn) |
| Minimum building height | f(BuildingHeightMin)=Min(β1,β2,β3,...βn) | ||
| Average building height | f(BuildingHeightAverage)=Average(β1,β2,β3,...βn) | ||
| Concentrated distribution range of building height | f[BuildingHeight(i-j)]=Frequency(date_arry,bin_arry) | ||
| Building storey number | Building storey number | s1%,s2%,s3...sn.%, s1+s2+s3+...sn=100,sn% represent the proportion of floors in the n-th type of building | |
| Building direction | Maximum building direction | f(BuildingDirectionMax)=Max(β1,β2,β3,...βn) | |
| Minimum building direction | f(BuildingDirectionMin)=Min(β1,β2,β3,...βn) | ||
| Average building direction | f(BuildingDirectionAverage)=Average(β1,β2,β3,...βn) | ||
| Concentrated distribution range of building direction | f[BuildingDirection(i-j)]=Frequency(date_arry,bin_arry) | ||
| Roof | Roof style | b1%,b2%,b3...bn.%, b1+b2+b3+...bn=100,bn% represent the proportion of the n-th type of roof form | |
| Roof material | c1%,c2%,c3...cn.%, c1+c2+c3+...cn=100,cn% represent the proportion of the n-th type roof material | ||
| Wall | Building wall material | d1%,d2%,d3...dn.%, d1+d2+d3+...dn=100,dn% represent the proportion of the n-th type of building wall material |
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