Green Residential Building Design Scheme Optimization Based on the Orthogonal Experiment EWM-TOPSIS
Abstract
1. Introduction
2. Design of Scheme Optimization
2.1. Principle of Orthogonal Experiment
- (1)
- Obtain the orthogonal experimental scheme and the evaluation index of the merits and demerits of each plan.
- (2)
- Calculate the sum Kl of the evaluation indexes of the scheme when the factor is at level l:where is the comprehensive score, as shown in Formula (16).
- (3)
- Calculate the mean of Kl:where r is the number of orthogonal experimental repetitions for the factor at level l.
- (4)
- Obtain the range value, which is used to rank the influence degree of factors. The larger the range value, the greater the influence of the control factor on the design scheme:
2.2. Determination of Decision-Making Index Weights Based on EWM
- (1)
- Assume that there are green building evaluation schemes and decision-making indexes, and a decision-making index evaluation matrix with rows and columns is constructed.
- (2)
- Normalize each element of the evaluation matrix. Indexes with larger values that are more beneficial to the decision-making goal are called the positive indexes, and vice versa are the negative indexes. Obtain the normalized matrix :Positive index:Negative index:
- (3)
- Calculate the entropy weight of the index:where . Satisfy .
- (4)
- Calculate the entropy redundancy (coefficient of variation) :
- (5)
- Calculate the weights based on the entropy redundancy :
2.3. Construction of Decision-Making Model Based on TOPSIS
- (1)
- Construct an initial judgment matrix and process the original data with the same trend.The initial judgment matrix is constructed the same as in step (1) of the EWM. The TOPSIS method requires that all indexes have consistent directions. It is common to distinguish between positive indexes and negative indexes in the data and convert negative indexes into positive indexes (that is, data positive processing). The reciprocal method is used for absolutely negative indexes, and the difference method is used for relatively negative indexes [24].
- (2)
- Make the indexes dimensionless, eliminate the influences of different index measurement units, and obtain the standard matrix :
- (3)
- Via the EWM, the weight of an index was determined to be . As such, the index weight matrix is as follows:
- (4)
- Construct a weighted decision matrix :where , , is the weighted value of the scheme and the evaluation index; and is the weight of the evaluation index.
- (5)
- Determine the positive ideal scheme and the negative ideal scheme . By analyzing the weighted decision matrix, the best value and the worst value of the green building multi-objective optimization design decision-making objective can be obtained. The specific calculation formula is as follows:where is a subset of positive indexes, and is a subset of negative indexes.
- (6)
- Calculate the distance between each index value and the positive and negative ideal scheme values. Comparing the scheme designed using orthogonal experiments with the best optimization scheme and the worst optimization scheme can be calculated using the following formula:where is the distance from the target to the optimal target, and is the distance from the target to the worst target.
- (7)
- Calculate the relative closeness of each index value:where was used as the final comprehensive score, and the goals were sorted according to the size of to form the basis for decision making, thereby determining the optimal scheme. When , , indicating that the scheme was the worst solution. When , it meant that the scheme was optimal. The evaluation schemes were sorted in ascending order according to the value of . A greater value of indicated that the scheme was better. The scheme with the largest value of was the best evaluation scheme.
3. Case Analysis
3.1. Case Overview
3.2. Orthogonal Experimental Analysis
3.2.1. Determination of Control Factors
3.2.2. Orthogonal Experimental Analysis Results of Design Scheme
3.3. Optimized Design Based on EWM-TOPSIS Model
3.4. Result Analysis
4. Discussion
4.1. For the Method Model
4.2. For the Case
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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| Green Building Multi-Objective Optimization Design Scheme | ||||
|---|---|---|---|---|
| Design Parameters | No. | Level 1 | Level 2 | Level 3 |
| Terrain elevation | A | 5 | 15 | 25 |
| Window area | B | 900 × 200 | 1200 × 1500 | 1500 × 1800 |
| Building orientation | C | 160° | 170° | 180° |
| External window opening ratio | D | 40% | 45% | 50% |
| Roof structure | E | Roof structure 1 | Roof structure 2 | Roof structure 3 |
| Window glass material | F | Ordinary glass | Double-layer insulated glass | Vacuum glass |
| No. | Combination * | A | B | C | D | E | F |
|---|---|---|---|---|---|---|---|
| 1 | A1B1C1D1E1F1 | 5 | 900 × 1200 | 160° | 40% | E1 | F1 |
| 2 | A1B2C2D2E2F2 | 5 | 1200 × 1500 | 170° | 45% | E2 | F2 |
| 3 | A1B3C3D3E3F3 | 5 | 1500 × 1800 | 180° | 50% | E3 | F3 |
| 4 | A2B1C1D2E2F2 | 15 | 900 × 1200 | 160° | 45% | E2 | F3 |
| 5 | A2B2C2D3E3F1 | 15 | 1200 × 1500 | 170° | 50% | E3 | F1 |
| 6 | A2B3C3D1E1F2 | 15 | 1500 × 1800 | 180° | 40% | E1 | F2 |
| 7 | A3B1C2D1E3F2 | 25 | 900 × 1200 | 170° | 40% | E3 | F2 |
| 8 | A3B2C3D2E1F3 | 25 | 1200 × 1500 | 180° | 45% | E1 | F3 |
| 9 | A3B3C1D3E2F1 | 25 | 1500 × 1800 | 160° | 50% | E2 | F1 |
| 10 | A1B1C3D3E2F2 | 5 | 900 × 1200 | 180° | 50% | E2 | F2 |
| 11 | A1B2C1D1E3F3 | 5 | 1200 × 1500 | 160° | 40% | E3 | F3 |
| 12 | A1B3C2D2E1F1 | 5 | 1500 × 1800 | 170° | 45% | E1 | F1 |
| 13 | A2B1C2D3E1F3 | 15 | 900 × 1200 | 170° | 50% | E1 | F3 |
| 14 | A2B2C3D1E2F1 | 15 | 1200 × 1500 | 180° | 40% | E2 | F1 |
| 15 | A2B3C1D2E3F2 | 15 | 1500 × 1800 | 160° | 45% | E3 | F2 |
| 16 | A3B1C3D2E3F1 | 25 | 900 × 1200 | 180° | 45% | E3 | F1 |
| 17 | A3B2C1D3E1F2 | 25 | 1200 × 1500 | 160° | 50% | E1 | F2 |
| 18 | A3B3C2D1E2F3 | 25 | 1500 × 1800 | 170° | 40% | E2 | F3 |
| Energy Consumption Analysis Using GBS | |
|---|---|
| Location | Nanjing |
| Weather station | 538,562 |
| Floor area | 299 m2 |
| Exterior wall area | 364 m2 |
| Average lighting power | 9.69 W/m2 |
| Exterior window proportions | 0.14 |
| Electricity cost | USD 0.09/kWh |
| Fuel cost | USD 0.78/g calorie |
| EUI of electricity | 215 kWh/sm/yr |
| EUI of fuel | 35 kWh/sm/yr |
| Total EUI | 809 kWh/sm/yr |
| Life cycle electricity consumption | 1,924,258 kWh |
| Life cycle fuel consumption | 314,728 MJ |
| Life cycle energy cost | USD 83,094 |
| Range of Daylight Factor | Area that Meets Level IV Standards | |
|---|---|---|
| (From–to) | Within (%) | Above (%) |
| 2–4 | 0.48 | 52.7 |
| 4–6 | 0 | 52.17 |
| 6–8 | 0 | 51.63 |
| 8–10 | 0 | 50.03 |
| 10–12 | 0.05 | 47.35 |
| 12–14 | 0.95 | 40.94 |
| 14–16 | 2.83 | 40.39 |
| 16–18 | 4.74 | 37.45 |
| 18–20 | 4.28 | 34.78 |
| Experimental Combination | Energy Consumption (kwh) | Daylight Factor (%) | Cost (USD Thousand) |
|---|---|---|---|
| A1B1C1D1E1F1 | 1,924,258 | 53.18 | 29.5 |
| A1B2C2D2E2F2 | 917,639 | 58.19 | 40.1 |
| A1B3C3D3E3F3 | 1,469,207 | 63.64 | 49.6 |
| A2B1C1D2E2F2 | 856,507 | 54.83 | 36.9 |
| A2B2C2D3E3F1 | 918,293 | 59.51 | 45.8 |
| A2B3C3D1E1F2 | 1,850,214 | 67.59 | 26.3 |
| A3B1C2D1E3F2 | 1,714,876 | 56.79 | 37.4 |
| A3B2C3D2E1F3 | 1,771,765 | 66.06 | 37.1 |
| A3B3C1D3E2F1 | 1,714,432 | 67.69 | 40.0 |
| A1B1C3D3E2F2 | 1,641,766 | 56.45 | 44.6 |
| A1B2C1D1E3F3 | 1,680,125 | 57.59 | 33.3 |
| A1B3C2D2E1F1 | 1,738,423 | 59.48 | 34.2 |
| A2B1C2D3E1F3 | 1,771,155 | 58.83 | 36.4 |
| A2B2C3D1E2F1 | 1,721,112 | 61.4 | 34.8 |
| A2B3C1D2E3F2 | 1,654,524 | 63.35 | 38.3 |
| A3B1C3D2E3F1 | 1,827,978 | 60.75 | 40.1 |
| A3B2C1D3E1F2 | 1,786,188 | 62.82 | 31.0 |
| A3B3C2D1E2F3 | 1,808,409 | 68.64 | 34.6 |
| No. | Factors | Comprehensive Score | |||||
|---|---|---|---|---|---|---|---|
| A | B | C | D | E | F | ||
| 1 | 1 | 1 | 1 | 1 | 1 | 1 | 0.28759 |
| 2 | 1 | 2 | 2 | 2 | 2 | 2 | 0.64865 |
| 3 | 1 | 3 | 3 | 3 | 3 | 3 | 0.42686 |
| 4 | 2 | 1 | 1 | 2 | 2 | 2 | 0.63068 |
| 5 | 2 | 2 | 2 | 3 | 3 | 1 | 0.62244 |
| 6 | 2 | 3 | 3 | 1 | 1 | 2 | 0.46971 |
| 7 | 3 | 1 | 2 | 1 | 3 | 2 | 0.2862 |
| 8 | 3 | 2 | 3 | 2 | 1 | 3 | 0.41374 |
| 9 | 3 | 3 | 1 | 3 | 2 | 1 | 0.43884 |
| 10 | 1 | 1 | 3 | 3 | 2 | 2 | 0.24936 |
| 11 | 1 | 2 | 1 | 1 | 3 | 3 | 0.3526 |
| 12 | 1 | 3 | 2 | 2 | 1 | 1 | 0.34758 |
| 13 | 2 | 1 | 2 | 3 | 1 | 3 | 0.30477 |
| 14 | 2 | 2 | 3 | 1 | 2 | 1 | 0.37717 |
| 15 | 2 | 3 | 1 | 2 | 3 | 2 | 0.40686 |
| 16 | 3 | 1 | 3 | 2 | 3 | 1 | 0.28607 |
| 17 | 3 | 2 | 1 | 3 | 1 | 2 | 0.40539 |
| 18 | 3 | 3 | 2 | 1 | 2 | 3 | 0.45022 |
| K1 | 2.313 | 2.045 | 2.522 | 2.223 | 2.229 | 2.36 | |
| K2 | 2.812 | 2.82 | 2.66 | 2.734 | 2.795 | 2.466 | |
| K3 | 2.28 | 2.54 | 2.223 | 2.448 | 2.381 | 2.579 | |
| 0.385 | 0.341 | 0.42 | 0.371 | 0.371 | 0.393 | ||
| 0.469 | 0.47 | 0.443 | 0.456 | 0.466 | 0.411 | ||
| 0.38 | 0.423 | 0.37 | 0.408 | 0.397 | 0.43 | ||
| R | 0.089 | 0.129 | 0.073 | 0.085 | 0.094 | 0.037 | |
| Number of experimental replicates per level | 6 | 6 | 6 | 6 | 6 | 6 | |
| Optimal level | A2 | B2 | C2 | D2 | E2 | F3 | |
| Influence degree of factor | B > E > A > D > C > F | ||||||
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Chen, H.; An, Y.-c. Green Residential Building Design Scheme Optimization Based on the Orthogonal Experiment EWM-TOPSIS. Buildings 2024, 14, 452. https://doi.org/10.3390/buildings14020452
Chen H, An Y-c. Green Residential Building Design Scheme Optimization Based on the Orthogonal Experiment EWM-TOPSIS. Buildings. 2024; 14(2):452. https://doi.org/10.3390/buildings14020452
Chicago/Turabian StyleChen, Honghua, and Yun-ce An. 2024. "Green Residential Building Design Scheme Optimization Based on the Orthogonal Experiment EWM-TOPSIS" Buildings 14, no. 2: 452. https://doi.org/10.3390/buildings14020452
APA StyleChen, H., & An, Y.-c. (2024). Green Residential Building Design Scheme Optimization Based on the Orthogonal Experiment EWM-TOPSIS. Buildings, 14(2), 452. https://doi.org/10.3390/buildings14020452
