Analyzing the Environmental Impacts and Empirical Limitations of Green Remodeling with Life Cycle Assessment
Abstract
1. Introduction
1.1. Background and Purpose of the Study
1.2. Research Structure and Procedures
2. Theoretical Considerations
2.1. The Need to Link GR to B-LCA
2.2. B-LCA Overview
2.3. Analyzing the GR-LCA Literature
- Given that GR primarily targets older buildings, baseline documentation such as original drawings or statements of the building condition before GR is often unavailable.
- In Korea, most buildings are steel–concrete structures, and energy-efficiency retrofits typically occur 15 years after construction, with structural reinforcement seldom integrated into these retrofits.
3. GR-LCA Methodology
3.1. GR-LCA Analysis Scope
3.2. GR-LCA Metrics and Evaluation Model
4. The GR-LCA of the Target Building
4.1. Target Building’s GR Status
4.1.1. Target Building Overview
4.1.2. Performance Improvement Factors by GR
4.2. GR-LCA Analysis
4.2.1. First GR-LCA Analysis
- (1) EIm Calculations and analysis
- (2) ECO2-based , Calculation and analysis
4.2.2. EIREGR Calculation and Analysis
5. Second GR-LCA Analysis Applying Low-Carbon and EPD Materials
5.1. Defining EPD Materials
5.2. Analyze the EI of Applying Low-Carbon and EPD Materials
5.2.1. EI of Materials
5.2.2. Second GR-LCA Results and Effects Analysis (Comparison with First GR-LCA Results)
6. Discussion and Conclusions
6.1. Limitations and Improvement Direction on Embodied Carbon Reduction in GR
6.2. Discussion on the Results of Analyzing the Six Major Environmental Impacts
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Abbreviations
GR | Green remodeling |
ZEB | Zero energy building |
LCA | Life cycle assessment |
EPD | Environmental product declaration |
B-LCA | Building life cycle assessment |
GR-LCA | Green remodeling life cycle assessment |
MP Stage | Material production stage |
EC | Embodied carbon |
EI | Environmental impacts |
EIm | Environmental impacts of materials |
OIb | Environmental impacts before GR |
OIa | Environmental impacts after GR |
EIREGR | EI reduction efficiency of GR |
GWP | Global warming potential |
ODP | Ozone layer depletion potential |
ADP | Abiotic resource depletion potential |
AP | Acidification potential |
EP | Eutrophication potential |
POCP | Photochemical oxidants creation potential |
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Year | Study Name | Existing Building EI Evaluation | Incoming Material Assessment System Boundaries | Trial Period | ||||
---|---|---|---|---|---|---|---|---|
Production (A1–A3) | Construction (A4–A5) | Operations (B1–B5) | Discard (C1–C4) | |||||
1 | 2010 | Life cycle primary energy implications of retrofitting a wood-framed apartment building to passive house standard | O | O | O | O | O | Total lifetime |
2 | 2011 | Exergy analysis combined with LCA for energy-efficient retrofitting of building envelopes | - | O | - | - | - | Consider only certain steps |
3 | 2012 | Methods and concepts for sustainable renovation of buildings | - | O | O | - | - | Total lifetime |
4 | 2013 | Energy retrofit of a single-family house: Life cycle net energy savings and environmental benefits | - | O | O | - | - | Total lifetime |
5 | 2014 | A decision-making LCA for energy refurbishment of buildings: Comfort Conditions | - | O | O | O | O | Residual Lifetime |
6 | 2015 | Proposed life cycle carbon footprint assessment model for remodeled buildings | - | O | O (Transportation Only) | - | O | Residual Lifetime |
7 | 2017 | Evaluation of life cycle carbon impacts for higher education building redevelopment: a multiple case study approach | - | O | - | O | O | Total Lifetime |
8 | 2017 | Evaluation of life cycle carbon impacts for higher education building redevelopment: an archetype approach | - | O | O | O | O | Total Lifetime |
9 | 2019 | Comparison of the environmental assessment of an using national methods | - | - | Total Lifetime | |||
10 | 2020 | Embodied Life Cycle Assessment (LCA) comparison of residential building retrofit measures in Atlanta | - | O | - | - | O | Consider only certain steps |
11 | 2021 | Green Remodeling Basic Research for Proposing Life Cycle Assessment (LCA) Certification Items in the Green Building Certification System | - | O | O | - | O | On an Annual Basis |
12 | 2021 | Life cycle analysis of GHG emissions from the building retrofitting: the case of a Norwegian office building | - | O | O | O | O | Total Lifetime |
13 | 2022 | Life cycle optimisation of building retrofitting considering climate change effects | - | O | O | O | O | Total Lifetime |
14 | 2023 | Optimization research on energy-saving and life-cycle decarbonization retrofitting of existing school buildings: A case study from a school in Nanjing | O | O | O | O | O | Total Lifetime |
15 | 2023 | Affordability assessment of passive retrofitting measure for residential buildings using life cycle assessment | O | O | O (Transportation Only) | O | - | Total Lifetime |
Architectural Overview | Before GR | After GR | |
---|---|---|---|
Location | Daegu, Republic of Korea | ||
Completion of Building | 26 June 2003 | ||
Building Uses | Public Office Building | ||
Land Area | 11,032.0 m2 | ||
Gross Floor Area | 3099.7 m2 | ||
Number of Floors | B1/5F | ||
Structure | Reinforced Concrete |
Separation | GWP [tCO2-eq] | ODP [tCFC-11-eq] | ADP [tSb-eq] | AP [tSO2-eq] | EP [tPO43-eq] | POCP [tC2H4-eq] | ||
---|---|---|---|---|---|---|---|---|
Material Production | A1 to A3 | Materialization | 4.898 × 102 | 9.247 × 10−5 | 1.111 × 10 | 2.338 | 3.123 × 10−1 | 1.053 × 10 |
91.3% | 97.6% | 98.8% | 65.7% | 90.3% | 99.7% | |||
Construction | A4 | Material Handling | 2.036 | 7.371 × 10−7 | 1.383 × 10−2 | 1.009 × 10−2 | 1.654 × 10−3 | 4.873 × 10−3 |
0.4% | 0.8% | 0.1% | 0.3% | 0.5% | 0.0% | |||
Operations | B4 | Replacement Materials | 3.126 × 10 | 4.989 × 10−7 | 8.494 × 10−2 | 1.230 × 10−1 | 2.243 × 10−2 | 2.210 × 10−2 |
5.8% | 0.5% | 0.8% | 3.5% | 6.5% | 0.2% | |||
Deconstruction Discard Steps | C1 | Deconstruction | 1.279 | 5.017 × 10−11 | 8.553 × 10−3 | 1.035 | 4.459 × 10−4 | 9.230 × 10−5 |
0.2% | 0.0% | 0.1% | 29.1% | 0.1% | 0.0% | |||
C2 | Transportation | 1.988 | 7.435 × 10−7 | 1.351 × 10−2 | 9.685 × 10−3 | 1.577 × 10−3 | 4.718 × 10−3 | |
0.4% | 0.8% | 0.1% | 0.3% | 0.5% | 0.0% | |||
C4 | Disposal | 9.826 | 3.160 × 10−7 | 1.391 × 10−2 | 4.270 × 10−2 | 7.573 × 10−3 | 3.299 × 10−3 | |
1.8% | 0.3% | 0.1% | 1.2% | 2.2% | 0.0% | |||
The total (EIm) | 5.361 × 10−2 | 9.477 × 10−5 | 1.125 × 10 | 3.559 | 3.459 × 10−1 | 1.057 × 10 |
Separation | Primary Energy Consumption per Unit Area (kWh/m2, Year) | ||||||||
Heating | Cooling | Lighting | Hot Water | Ventilation | Subtotal | Total | |||
ECO2 | Before GR | Power | 91.50 | 214.90 | 86.20 | 27.30 | 5.60 | 389.90 | 389.90 |
Gas | -. | -. | -. | -. | -. | -. | |||
After GR | Power | 41.31 | 154.17 | 64.10 | 27.30 | 16.30 | 303.48 | 314.30 | |
Gas | 2.26 | 8.53 | -. | -. | -. | 10.82 | |||
The following table data display the energy (B6) EI assessment results for the building operations phase, based on ECO2. | |||||||||
Separation | GWP [tCO2-eq] | ODP [tCFC-11-eq] | ADP [tSb-eq] | AP [tSO2-eq] | EP [tPO43-eq] | POCP [tC2H4-eq] | |||
(Before GR) | 6.05 × 103 | 1.67 × 10−7 | 3.82 × 10 | 1.02 × 10 | 1.90 | 4.31 × 10−2 | |||
(After GR) | 4.54 × 103 | 9.96 × 10−6 | 2.87 × 10 | 8.30 | 1.48 | 2.03 × 10−1 | |||
Increase/Decrease | 1.50 × 103 reduction | 9.80 × 10−6 increase | 9.55 reduction | 1.92 reduction | 4.20 × 10−1 reduction | 1.60 × 10−1 increase | |||
Increase/Decrease Ratio | 25% reduction | 5.96% increase | 25% reduction | 19% reduction | 22% reduction | 472% increase |
Separation | GWP [tCO2-eq] | ODP [tCFC-11-eq] | ADP [tSb-eq] | AP [tSO2-eq] | EP [tPO43-eq] | POCP [tC2H4-eq] | |||
---|---|---|---|---|---|---|---|---|---|
Before GR | B6 | Operational Energy | 6.05 × 103 | 1.67 × 10−7 | 3.82 × 10 | 1.02 × 10 | 1.90 | 4.31 × 10−2 | |
100.0% | 100.0% | 100.0% | 100.0% | 100.0% | 100.0% | ||||
After GR | m | A1 to A3 | Materialization | 4.90 × 102 | 9.25 × 10−5 | 1.11 × 10 | 2.34 | 3.12 × 10−1 | 1.05 × 10 |
9.6% | 88.3% | 27.8% | 19.7% | 17.1% | 97.8% | ||||
A4 | Material Handling | 2.04 | 7.37 × 10−7 | 1.38 × 10−2 | 1.01 × 10−2 | 1.65 × 10−3 | 4.87 × 10−3 | ||
0.0% | 0.7% | 0.0% | 0.1% | 0.1% | 0.0% | ||||
B4 | Replacement materials | 3.13 × 10 | 4.99 × 10−7 | 8.49 × 10−2 | 1.23 × 10−1 | 2.24 × 10−2 | 2.21 × 10−2 | ||
0.6% | 0.5% | 0.2% | 1.0% | 1.2% | 0.2% | ||||
C1 | Deconstruction | 1.28 | 5.02 × 10−11 | 8.55 × 10−3 | 1.04 | 4.46 × 10−4 | 9.23 × 10−5 | ||
0.0% | 0.0% | 0.0% | 8.7% | 0.0% | 0.0% | ||||
C2 | Transportation | 1.99 | 7.44 × 10−7 | 1.35 × 10−2 | 9.69 × 10−3 | 1.58 × 10−3 | 4.72 × 10−3 | ||
0.0% | 0.7% | 0.0% | 0.1% | 0.1% | 0.0% | ||||
C4 | Disposal | 9.83 × 100 | 3.16 × 10−7 | 1.39 × 10−2 | 4.27 × 10−2 | 7.57 × 10−3 | 3.30 × 10−3 | ||
0.2% | 0.3% | 0.0% | 0.4% | 0.4% | 0.0% | ||||
B6 | Operational Energy | 4.54 × 103 | 9.96 × 10−6 | 2.87 × 10 | 8.30 | 1.48 | 2.03 × 10−1 | ||
89.4% | 9.5% | 71.8% | 70.0% | 81.1% | 1.9% | ||||
Subtotal () | 5.08 × 103 | 5.08 × 103 | 1.05 × 10−4 | 3.99 × 10 | 1.19 × 10 | 1.83 | |||
100.0% | 100.0% | 100.0% | 100.0% | 100.0% | 100.0% | ||||
0.84 | 626.76 | 1.04 | 1.16 | 0.96 | 250.09 |
The Six Impact Assessments | GWP [tCO2-eq] | ODP [tCFC11-eq] | ADP [tSb-eq] | AP [tSO2-eq] | EP [tPO43-eq] | POCP [tC2H4-eq] | |
---|---|---|---|---|---|---|---|
Cement Mortar (Remittal) | Existing Materials | 4.310 × 10−1 | 1.460 × 10−8 | 1.780 × 10−3 | 7.370 × 10−4 | 1.140 × 10−4 | 2.370 × 10−4 |
EPD With Low-Carbon | 1.867 × 10−1 | 6.365 × 10−9 | 8.017 × 10−4 | 3.009 × 10−4 | 3.704 × 10−5 | 1.736 × 10−4 | |
Ratio (%) | −56.67% | −56.40% | −54.96% | −59.17% | −67.51% | −26.77% | |
Windows | Existing Materials | 1.398 | 3.093 × 10−8 | 1.675 × 10−2 | 3.073 × 10−3 | 6.387 × 10−4 | 1.734 × 10−3 |
EPD With Low-Carbon | 1.373 | 7.561 × 10−5 | 1.593 × 10−2 | 2.784 × 10−3 | 6.933 × 10−4 | 6.459 × 10−3 | |
Ratio (%) | −1.81% | 244,327.4% | −4.92% | −9.42% | 8.53% | 272.49% | |
Insulation (PIR) | Existing Materials | 5.138 | 1.383 × 10−5 | 4.000 × 10−2 | 2.725 × 10−2 | 2.224 × 10−2 | 1.105 × 10−2 |
EPD With Low-Carbon | 4.931 | 6.297 × 10−7 | 4.062 × 10−2 | 2.452 × 10−2 | 1.233 × 10−2 | 5.104 × 10−3 | |
Ratio (%) | −4.03% | −95.45% | 1.54% | −10.01% | −44.57% | −53.81% | |
Board-Tex/ Gypsum-Cement-Based Tex | Existing Materials | 9.063 × 10−1 | 1.176 × 10−7 | 4.534 × 10−3 | 3.401 × 10−3 | 6.528 × 10−4 | 9.616 × 10−4 |
EPD With Low-Carbon | 1.027 × 10−1 | 4.203 × 10−6 | 7.768 × 10−4 | 3.469 × 10−4 | 4.631 × 10−5 | 3.100 × 10−5 | |
Ratio (%) | −88.67% | 3475.54% | −82.87% | −89.80% | −92.91% | −96.78% | |
Concrete/ 21 MPa or less | Existing Materials | 1.780 × 10−1 | 2.023 × 10−8 | 8.757 × 10−4 | 2.965 × 10−4 | 3.460 × 10−5 | 5.135 × 10−4 |
EPD With Low-Carbon | 9.098 × 10−2 | 3.891 × 10−9 | 3.635 × 10−4 | 1.354 × 10−4 | 1.729 × 10−5 | 7.644 × 10−5 | |
Ratio (%) | −48.89% | −80.77% | −58.49% | −54.34% | −50.02% | −85.11% | |
Board-Tex/ Gypsum Board | Existing Materials | 1.378 × 10−1 | 1.418 × 10−8 | 1.035 × 10−3 | 7.823 × 10−4 | 1.319 × 10−4 | 2.718 × 10−4 |
EPD With Low-Carbon | 1.964 × 10−2 | 4.237 × 10−6 | 1.413 × 10−4 | 7.419 × 10−5 | 1.170 × 10−5 | 1.579 × 10−5 | |
Ratio (%) | −85.75% | 29778.42% | −86.35% | −90.52% | −91.13% | −94.19% | |
Insulation (XPS) | Existing Materials | 3.405 | 1.412 × 10−7 | 5.459 × 10−6 | 1.930 × 10−2 | 1.075 × 10−3 | 5.262 × 10−3 |
EPD Materials | 2.445 | 1.220 × 10−4 | 2.225 × 10−2 | 5.587 × 10−3 | 7.155 × 10−4 | 8.763 × 10−3 | |
Ratio (%) | −28.19% | 86,273.90% | 407,532.3% | −71.05% | −33.43% | 66.54% |
EI Assessment | GWP [tCO2-eq] | ODP [tCFC-eq] | ADP [tSb-eq] | AP [tSO2-eq] | EP [tPO43-eq] | POCP [tC2H4-eq] | |
---|---|---|---|---|---|---|---|
Material Production [A1–A3] | Original | 4.898 × 102 | 9.247 × 10−5 | 1.111 × 10 | 2.338 | 3.123 × 10−1 | 1.053 × 10 |
Proposed | 4.805 × 102 | 7.485 × 10−4 | 1.108 × 10 | 2.297 | 2.478 × 10−1 | 1.054 × 10−2 | |
Ratio (%) | −1.89 | 709.44 | −0.30 | −1.75 | −20.64 | 0.03 | |
Construction [A4] | Original | 2.036 | 7.371 × 10−7 | 1.383 × 10−2 | 1.009 × 10−2 | 1.654 × 10−3 | 4.873 × 10−3 |
Proposed | Same as original draft | ||||||
Ratio (%) | -. | ||||||
Operational (material replacement) [B4] | Draft | 3.126 × 10 | 4.989 × 10−7 | 8.494 × 10−2 | 1.230 × 10−1 | 2.243 × 10−2 | 2.210 × 10−2 |
Suggestion | 2.979 × 10 | 1.856 × 10−5 | 7.794 × 10−2 | 1.174 × 10−1 | 2.133 × 10−2 | 2.105 × 10−2 | |
Ratio (%) | −4.72 | 3619.88 | −8.24 | −4.58 | −4.92 | −4.72 | |
Operational [B6] | Original | 4.541 × 103 | 9.964 × 10−6 | 2.867 × 10 | 8.296 | 1.483 | 2.033 × 10−1 |
Proposed | Same as original draft | ||||||
Ratio (%) | -. | ||||||
Disposal [C1~C2,C4] | Original | 1.309 × 10 | 1.060 × 10−6 | 3.597 × 10−2 | 1.087 | 9.596 × 10−3 | 8.109 × 10−3 |
Proposed | Same as original draft | ||||||
Ratio (%) | -. | ||||||
Total | Original | 5.077 × 103 | 1.047 × 10−4 | 3.992 × 10 | 1.185 × 10 | 1.829 | 1.077 × 10 |
Proposed | 5.066 × 103 | 7.788 × 10−4 | 3.988 × 10 | 1.181 × 10 | 1.763 | 1.077 × 10 | |
Ratio (%) | −0.21 | 643.64 | −0.10 | −0.39 | −3.58 | 0.02 |
Separation | GWP [tCO2-eq] | ODP [tCFC-11-eq] | ADP [tSb-eq] | AP [tSO2-eq] | EP [tPO43-eq] | POCP [tC2H4-eq] | |||
---|---|---|---|---|---|---|---|---|---|
Original (First GR-LCA) | Before GR | B6 | 6.05 × 103 | 1.67 × 10−7 | 3.82 × 10 | 1.02 × 10 | 1.90 | 4.31 × 10−2 | |
100.00% | 100.00% | 100.00% | 100.00% | 100.00% | 100.00% | ||||
After GR | m | A1 to A3 | 4.90 × 102 | 9.25 × 10−5 | 1.11 × 10 | 2.34 | 3.12 × 10−1 | 1.05 × 10 | |
9.60% | 88.30% | 27.80% | 19.70% | 17.10% | 97.80% | ||||
A4 | 2.04 | 7.37 × 10−7 | 1.38 × 10−2 | 1.01 × 10−2 | 1.65 × 10−3 | 4.87 × 10−3 | |||
0.00% | 0.70% | 0.00% | 0.10% | 0.10% | 0.00% | ||||
B4 | 3.13 × 10 | 4.99 × 10−7 | 8.49 × 10−2 | 1.23 × 10−1 | 2.24 × 10−2 | 2.21 × 10−2 | |||
0.60% | 0.50% | 0.20% | 1.00% | 1.20% | 0.20% | ||||
C1 | 1.28 | 5.02 × 10−11 | 8.55 × 10−3 | 1.04 × 100 | 4.46 × 10−4 | 9.23 × 10−5 | |||
0.00% | 0.00% | 0.00% | 8.70% | 0.00% | 0.00% | ||||
C2 | 1.99 | 7.44 × 10−7 | 1.35 × 10−2 | 9.69 × 10−3 | 1.58 × 10−3 | 4.72 × 10−3 | |||
0.00% | 0.70% | 0.00% | 0.10% | 0.10% | 0.00% | ||||
C4 | 9.83 | 3.16 × 10−7 | 1.39 × 10−2 | 4.27 × 10−2 | 7.57 × 10−3 | 3.30 × 10−3 | |||
0.20% | 0.30% | 0.00% | 0.40% | 0.40% | 0.00% | ||||
B6 | 4.54 × 103 | 9.96 × 10−6 | 2.87 × 10 | 8.30 × 100 | 1.48 | 2.03 × 10−1 | |||
89.40% | 9.50% | 71.80% | 70.00% | 81.10% | 1.90% | ||||
Subtotal () | 5.08 × 103 | 1.05 × 10−4 | 3.99 × 10 | 1.19 × 10 | 1.83 | 1.08 × 10 | |||
100.00% | 100.00% | 100.00% | 100.00% | 100.00% | 100.00% | ||||
0.840 | 626.764 | 1.044 | 1.160 | 0.961 | 250.090 | ||||
Proposed (Second GR-LCA) | Before GR | B6 | 6.05 × 103 | 1.67 × 10−7 | 3.82 × 10 | 1.02 × 10 | 1.90 | 4.31 × 10−2 | |
100.00% | 100.00% | 100.00% | 100.00% | 100.00% | 100.00% | ||||
After GR | m | A1 to A3 | 4.80 × 102 | 7.49 × 10−4 | 1.11 × 10 | 2.30 × 100 | 2.48 × 10−1 | 1.05 × 10 | |
9.50% | 96.10% | 27.80% | 19.50% | 14.10% | 97.80% | ||||
A4 | 2.04 | 7.37 × 10−7 | 1.38 × 10−2 | 1.01 × 10−2 | 1.65 × 10−3 | 4.87 × 103 | |||
0.00% | 0.10% | 0.00% | 0.10% | 0.10% | 0.00% | ||||
B4 | 2.98 × 10 | 1.86 × 10−5 | 7.79 × 10−2 | 1.17 × 10−1 | 2.13 × 10−2 | 2.11 × 10−2 | |||
0.60% | 2.40% | 0.20% | 1.00% | 1.20% | 0.20% | ||||
C1 | 1.28 | 5.02 × 10−11 | 8.55 × 10−3 | 1.04 × 100 | 4.46 × 10−4 | 9.23 × 10−5 | |||
0.00% | 0.00% | 0.00% | 8.80% | 0.00% | 0.00% | ||||
C2 | 1.99 | 7.44 × 10−7 | 1.35 × 10−2 | 9.69 × 10−3 | 1.58 × 10−3 | 4.72 × 10−3 | |||
0.00% | 0.10% | 0.00% | 0.10% | 0.10% | 0.00% | ||||
C4 | 9.83 | 3.16 × 10−7 | 1.39 × 10−2 | 4.27 × 10−2 | 7.57 × 10−3 | 3.30 × 10−3 | |||
0.20% | 0.00% | 0.00% | 0.40% | 0.40% | 0.00% | ||||
B6 | 4.54 × 103 | 9.96 × 10−6 | 2.87 × 10 | 8.30 × 100 | 1.48 | 2.03 × 10−1 | |||
89.60% | 1.30% | 71.90% | 70.30% | 84.10% | 1.90% | ||||
Subtotal () | 5.07 × 103 | 7.79 × 10−4 | 3.99 × 10 | 1.18 × 1 | 1.76 | 1.08 × 10 | |||
100.00% | 100.00% | 100.00% | 100.00% | 100.00% | 100.00% | ||||
0.838 | 4660.892 | 1.043 | 1.155 | 0.927 | 250.131 | ||||
Original vs. Proposal Percentage Increase or Decrease | −0.21 | 643.64 | −0.10 | −0.39 | −3.58 | 0.02 |
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Kim, J.; Ko, W.; Kim, J.; Byun, J.; Nam, S.; Jeong, S. Analyzing the Environmental Impacts and Empirical Limitations of Green Remodeling with Life Cycle Assessment. Buildings 2025, 15, 783. https://doi.org/10.3390/buildings15050783
Kim J, Ko W, Kim J, Byun J, Nam S, Jeong S. Analyzing the Environmental Impacts and Empirical Limitations of Green Remodeling with Life Cycle Assessment. Buildings. 2025; 15(5):783. https://doi.org/10.3390/buildings15050783
Chicago/Turabian StyleKim, Jaemoon, Wonkyeong Ko, Jaehee Kim, Jiyeon Byun, Seonghoon Nam, and Subin Jeong. 2025. "Analyzing the Environmental Impacts and Empirical Limitations of Green Remodeling with Life Cycle Assessment" Buildings 15, no. 5: 783. https://doi.org/10.3390/buildings15050783
APA StyleKim, J., Ko, W., Kim, J., Byun, J., Nam, S., & Jeong, S. (2025). Analyzing the Environmental Impacts and Empirical Limitations of Green Remodeling with Life Cycle Assessment. Buildings, 15(5), 783. https://doi.org/10.3390/buildings15050783