Multidimensional Assessment and Planning Strategies for Historic Building Conservation in Small Historic Towns: A Case Study of Xiangzhu, China
Abstract
1. Introduction
2. Literature Review
2.1. Concepts and Evaluation Frameworks for Historic Building Conservation
2.2. Technological Approaches to Historic Building Conservation
2.3. Summary
3. Study Area and Data Sources
3.1. Study Area
3.2. Data Sources and Processing
4. Research Methodology
4.1. Overall Framework
4.2. Assessment of the Value Dimension
4.2.1. Indicator Selection
4.2.2. Weight Determination
4.2.3. Comprehensive Scoring and Graded Expression
- (1)
- Protection Class (V > 2.65): Core buildings of outstanding value, requiring strict protection and systematic restoration.
- (2)
- Improvement Class (2.65 ≥ V > 2.33): Buildings of relatively high value but with certain structural deterioration, prioritized for repair.
- (3)
- Retention Class (2.33 ≥ V > 2.19): Buildings of moderate value, maintained through routine upkeep and partial restoration.
- (4)
- Renovation and transformation Class (V ≤ 2.19): Buildings of limited individual value but important to the integrity of settlement patterns, suitable for selective conservation combined with community development and environmental improvement.
4.3. Assessment of the Morphology Dimension
4.4. Assessment of the Risk Dimension
- (1)
- Low risk (≤1.8; 24 buildings): routine monitoring and documentation by community volunteers.
- (2)
- Medium risk (1.8–2.6; 55 buildings): allocated approximately 45% of the annual budget for preventive maintenance.
- (3)
- High risk (2.6–3.4; 5 buildings): included in the emergency repair program.
- (4)
- Structural crisis (>3.4; 3 buildings): subject to urgent reporting and intervention procedures.
4.5. Coupled Analysis of Three-Dimensional Assessment Systems
5. Results and Analysis
5.1. Quantitative Assessment Results of Value Dimensions
5.1.1. Individual Building Scoring
5.1.2. Comprehensive Scoring
5.2. Quantitative Assessment Results of Morphology Dimensions
5.3. Quantitative Assessment Results of Risk Dimensions
5.4. Coupled Analysis of the Three-Dimensional Evaluation System
5.5. Protection and Adaptive Reuse Measures
6. Conclusions
Supplementary Materials
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Evaluation Dimension | Evaluation Factor | Classification Criteria | Score |
---|---|---|---|
Historical Value | Heritage Classification | Cultural Relic Protection Unit; Cultural Relic Site; Historic Building; Traditional Style Building; Ordinary Building | 5; 4; 3; 2;1 |
Building Age | Ming Dynasty; Qing Dynasty; Republic of China; Post-Liberation to 1980s; 1980s to Present | 5; 4; 3; 2; 1 | |
Historical Relevance | High (Building fully reflects historical, cultural, or religious value of a specific era); Medium (Building reflects regional characteristics, partially well-preserved); Low (Building does not reflect specific era or regional characteristics) | 5; 3; 1 | |
Preservation Condition | Good (Structure intact, facade well-preserved); Fair (Structure intact, facade partially damaged); Poor (Structure damaged, facade severely damaged); Very Poor (Structure incomplete, facade completely damaged) | 5; 3; 1; 0 | |
Artistic Value | Architectural Style | Class I (No traces of modification, distinct style); Class II (Interior modified, facade mostly intact); Class III (Significant interior modification, facade damaged); Class IV (Significantly different from modern architectural style) | 5; 4; 3; 2 |
Architectural Decoration | Rich (Carvings, paintings, and other decorations well-preserved); Fair (Some decorations preserved); Sparse (Decorations severely missing or damaged) | 5; 3; 1 | |
Construction Technique | Traditional Craftsmanship (Mortise-and-tenon, brick carving, wood carving, etc., well-preserved); Modern Craftsmanship (Partially uses modern techniques); Mixed Craftsmanship (Combination of traditional and modern techniques) | 5; 3; 1 | |
Scientific Value | Building Structure | Traditional Rammed Earth Structure; Traditional Timber Structure; Modern Structure (Reinforced Concrete); Mixed Structure (Combination of traditional and modern structures) | 5;5; 3; 1 |
Building Height | Low-rise (1–3 floors); Mid-rise (4–6 floors); High-rise (>6 floors) | 5; 3; 1 | |
Building Materials | Traditional Materials (Timber, brick, rammed earth, etc.); Modern Materials (Concrete, steel, etc.); Mixed Materials (Combination of traditional and modern materials) | 5; 3; 1 | |
Functional Value | Functional Utility | Residential; Commercial; Public (e.g., cultural display, community activities); Industrial | 5; 4; 3; 1 |
Spatial Adaptability | High (Flexible spatial layout, suitable for multiple functions); Medium (Relatively fixed layout, some functions adjustable); Low (Fixed layout, difficult to adapt for other functions) | 5; 3; 1 |
Criteria Layer | Weight Coefficient | Evaluation Factor | Sub-Factor Weight | Comprehensive Weight |
---|---|---|---|---|
Historical Value | 0.5191 | Heritage Classification | 0.2462 | 0.1280 |
Building Age | 0.2957 | 0.1538 | ||
Historical Relevance | 0.2290 | 0.1191 | ||
Preservation Condition | 0.2290 | 0.1191 | ||
Artistic Value | 0.2009 | Architectural Style | 0.3429 | 0.0689 |
Architectural Decoration | 0.3636 | 0.0731 | ||
Construction Technique | 0.2935 | 0.0590 | ||
Scientific Value | 0.0788 | Building Structure | 0.3429 | 0.0270 |
Building Height | 0.3636 | 0.0286 | ||
Building Materials | 0.2935 | 0.0231 | ||
Functional Value | 0.2009 | Functional Utility | 0.5000 | 0.1005 |
Spatial Adaptability | 0.5000 | 0.1005 |
Parameter | 1 Point (Low Risk) | 3 Points (Medium Risk) | 5 Points (High Risk) | Threshold Determination Basis | Quantification Method |
---|---|---|---|---|---|
Wall Tilt Ratio | <0.5% | 1.0–1.5% | >2.0% | Based on Standard for Appraisal of Dangerous Buildings (GB 50292-2015), stability control requirements for timber-masonry and brick-concrete structures: <0.5% is generally considered safe; >2% significantly impacts stability. | Total station + crack monitoring device |
Timber Component Decay Ratio | <10% | 20–30% | >50% | Derived from Technical Specification for Ancient Building Restoration and timber durability studies: <10% indicates normal aging; 20–30% affects load-bearing capacity; >50% signifies critical deterioration. | Endoscope + insect hole grid counting |
Foundation Settlement Differential | <15 mm | 25–30 mm | >40 mm | Based on Code for Design of Building Foundation (GB 50007-2011): settlement differential >30–40 mm may cause structural cracks; <15 mm is typically acceptable. | Leveling instrument with triangulation elevation method |
Masonry Weathering Depth | <4 mm | 6–8 mm | >12 mm | Derived from stone durability studies and heritage conservation cases: <4 mm indicates mild weathering; 6–8 mm suggests moderate damage; >12 mm typically leads to surface spalling and reduced load-bearing capacity. | Needle penetration test (four-directional measurement) |
Roof Leakage Rate | No water stains | ≤3 localized leaks | Large-scale wetting | Based on field inspection experience: no water stains indicate minimal risk; >3 localized leaks suggest localized systemic damage; large-scale wetting indicates near-total loss of roof functionality. | Infrared thermal imaging + manual inspection |
Floor Deflection (δ/L) | <1/400 | 1/300–1/250 | >1/200 | Based on Code for Design of Timber Structures: normal usage limit is approximately 1/400; δ/L >1/200 indicates significant deficiencies in load-bearing and usability performance. | 1 kN load + dial indicator displacement measurement |
Door/Window Obstruction Rate | <20% | 40–50% | >60% | Derived from usability surveys: <20% obstruction indicates normal aging; 40–50% significantly impacts usability; >60% suggests structural or deformation issues causing widespread operational hindrance. | Random sampling of 10 doors/windows + resistance testing |
Value | Morphology | Risk | |
---|---|---|---|
Value | 1 | 3 | 5 |
Morphology | 1/3 | 1 | 2 |
Risk | 1/5 | 1/2 | 1 |
Global Integration [HH] | Local Integration [HH]R3 | Choice | |
---|---|---|---|
Mean | 0.727 | 1.485 | 0.031 |
Minimum | 0.544 | 0.499 | 0 |
Maximum | 0.964 | 2.933 | 0.522 |
Standard Deviation | 0.081 | 0.398 | 0.058 |
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Wang, J.; Wang, W.; Lu, C.; Guo, Z. Multidimensional Assessment and Planning Strategies for Historic Building Conservation in Small Historic Towns: A Case Study of Xiangzhu, China. Buildings 2025, 15, 3553. https://doi.org/10.3390/buildings15193553
Wang J, Wang W, Lu C, Guo Z. Multidimensional Assessment and Planning Strategies for Historic Building Conservation in Small Historic Towns: A Case Study of Xiangzhu, China. Buildings. 2025; 15(19):3553. https://doi.org/10.3390/buildings15193553
Chicago/Turabian StyleWang, Jiahan, Weiwu Wang, Cong Lu, and Zihao Guo. 2025. "Multidimensional Assessment and Planning Strategies for Historic Building Conservation in Small Historic Towns: A Case Study of Xiangzhu, China" Buildings 15, no. 19: 3553. https://doi.org/10.3390/buildings15193553
APA StyleWang, J., Wang, W., Lu, C., & Guo, Z. (2025). Multidimensional Assessment and Planning Strategies for Historic Building Conservation in Small Historic Towns: A Case Study of Xiangzhu, China. Buildings, 15(19), 3553. https://doi.org/10.3390/buildings15193553