Thermal Load Predictions in Low-Energy Buildings: A Hybrid AI-Based Approach Integrating Integral Feature Selection and Machine Learning Models
Abstract
:1. Introduction
- To analyze the partial dependence and relative importance of predictor variables for heating and cooling loads;
- To evaluate and compare various hybrid IFS–ML models for accurate thermal load prediction;
- To identify the most influential predictor combinations for enhanced model performance across diverse climates;
- To contribute actionable insights toward improving building energy management strategies in Morocco.
- Section 2 presents the methodology, including the building case study, climate data, ML models, and optimization framework;
- Section 3 reports on the performance evaluation of the models and discusses the results;
- Section 4 concludes the study, and outlines the study limitations and directions for future research.
2. Materials and Methods
2.1. Weather Data and Locations
2.2. Building Description and Simulation
2.3. Predictor Variables
2.4. Methodology
- The dataset, comprising predictor variables and corresponding heating and cooling loads, underwent pre-processing involving scaling and normalization. Subsequently, the pre-processed data were randomly split into a training dataset (70%) and a test dataset (30%):
- Thirteen different ML models were checked for predicting thermal loads (heating, cooling, and total loads): artificial neural network (ANN), decision trees (DT), Support Vector Machine (SVM), Extreme Learning Machine (ELM), Extreme Gradient Boosting (XGBoost), random forest (RF), Tree Bagger (TreeBag), Generalized Linear Regression (GLR) model, Gaussian Process Regression (GR), Linear Regression (LR), Generalized Additive Model (GAM), Kernelized Ridge Regression (KRR) model, and Linear Ridge Regression (LRR).
- Following the selection of the best ML models in step 2, a comprehensive statistical analysis was conducted to discover the optimal combinations of predictor variables for accurately predicting heating and cooling loads. This was achieved through a hybrid approach employing the proposed IFS–ML approach;
- Based on the best combinations of the predictor variables, the thermal loads were predicted by employing, respectively, the best IFS–ML models.
2.5. Hybrid AI Models and Evaluation Metrics
2.5.1. Employed ML Models
2.5.2. Integral Feature Selection
2.5.3. Statistical Accuracy Assessment
3. Results and Discussion
3.1. Sensitivity Analysis: Evaluating Predictor Variable Impacts on Thermal Loads
- To quantify and rank the relative importance of each predictor variable with respect to its contribution to thermal load prediction. This is given in the form of filter feature selection analysis based only on the Pearson correlation between variables;
- To get information about the predictor variables with a strong impact on thermal loads;
- To support and validate the subsequent application of the Integral Feature Selection (IFS) method, which systematically eliminates redundant or non-informative features, and searches for optimal combinations of predictor variables can be employed to improve model performance and reduce complexity.
3.2. ML Models: Accurate Predictions of Heating and Cooling Loads
- Mediterranean climate (Meknes)—ELM was most effective for heating load prediction, while SVM led in cooling load prediction;
- Cold climate (Ifrane)—SVM outperformed others with near-perfect accuracy;
- Semi-arid climate (Marrakech)—SVM again showed superior performance.
3.3. Optimizing Thermal Load Predictions: Best Hybrid IFS–ML Models
- The incorporation of IFS significantly improved prediction accuracy by isolating critical predictors such as building geometry and material properties. This aligns with recent studies emphasizing feature optimization, including hybrid models combining metaheuristic algorithms (e.g., Particle Swarm Optimization) with XGBoost and SVR [8] and interpretable classifiers prioritizing variables like glazing area and relative compactness [37]. Our results extend these approaches by demonstrating that systematic feature engineering (via IFS) reduces overfitting while maintaining robustness across climates;
- The XGBoost model emerged as the optimal predictor during training across all climates, corroborating its dominance in long-term load prediction tasks reported in prior work [38]. However, in Mediterranean climates, the SVM model outperformed others for cooling loads, while ELM showed niche superiority for heating loads. This climate-specific divergence contrasts with studies that prioritize general model performance (e.g., LightGBM achieving R2 = 0.9959 globally [39]), highlighting the need for regionally tailored frameworks—a gap underexplored in recent literature [40];
- Our models achieved near-perfect Pearson correlation (close to 1) and low dispersion, surpassing benchmarks set by state-of-the-art techniques such as hybrid CNN architectures (MAE < 2 MW [40]) and LightGBM ensembles (CVRMSE = 5.25% [39]). Unlike studies focusing on single-model superiority (e.g., TPE-LightGBM with R2 = 0.9981 [8]), we identified multiple predictor combinations that maximize accuracy, offering flexibility for diverse design scenarios;
- By bridging feature selection, model optimization, and climate adaptability, this work contributes to the operationalization of hybrid AI systems for sustainable architecture—a priority underscored in recent frameworks integrating ML with climate models [41]. Our methodology aligns with calls for interpretable, actionable tools to guide HVAC optimization and envelope design [8,37].
4. Conclusions, Limitations, Future Directions
4.1. Conclusions
4.2. Study Limitations
- First, the analysis did not include certain detailed building parameters such as the thermal performance of exterior windows, which may influence results in real-world applications;
- Second, the models were developed using simulated data, which, while controlled and consistent, may not capture all the variabilities present in actual building operation;
- Third, the framework has not yet been tested in real-time or online predictive environments, which are critical for practical implementation in Building Energy Management Systems (BEMS).
- Lastly, while the study included three diverse climates in Morocco, the generalizability to other regions requires further validation.
4.3. Future Directions
- Incorporation of additional building parameters. Future work should include more detailed characteristics of building components—particularly the thermal performance of windows, shading devices, and occupancy schedules—to better reflect real-world thermal dynamics;
- Validation with real-world data. While this study relied on simulation data for model training and evaluation, validating the proposed framework using real-world measurements from monitored buildings would enhance its reliability and practical applicability;
- Dynamic and real-time prediction. The integration of the framework into BEMS for real-time thermal load predicting and control represents a valuable extension, especially for smart buildings and grid-responsive operations;
- Cross-regional generalization. Although the study focused on three Moroccan climates, extending the framework to other geographical regions with different climate patterns and building typologies will further test its adaptability and scalability;
- Integration with multi-objective optimization. Future research may explore combining predictive models with optimization algorithms (e.g., genetic algorithms, NSGA-II) to support the design of buildings that balance energy efficiency, cost, and thermal comfort.
- Use of deep learning and hybrid architectures. Further investigation into deep learning models (e.g., CNNs, LSTMs, Transformers) and hybrid architectures that can automatically learn temporal and spatial patterns in energy data may enhance predictive performance.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Abbreviations
ACH | Air change rate (h-1) |
ANN | Artificial neural network |
CDD | Cooling degree days |
HDD | Heating degree days |
ML | Machine learning |
N | North (building orientation) |
R2 | Coefficient of Determination |
σ | Standard deviation |
X | Vector of design variables |
QCOOL | Cooling load |
QHEAT | Heating load |
HVAC | Heating, Ventilation and Air Conditioning |
WWR | Windows-to-Wall Ratio |
MBE | Mean Bias Error MBE |
RMSE | Root Mean Square Error |
MAPE | Mean Absolute Percentage Error |
φ | Performance score |
DT | Decision Trees |
SVM | Support Vector Machine |
ELM | Extreme Learning Machine |
XGBoost | Extreme Gradient Boosting |
RF | Random Forest |
TreeBag | Tree Bagger |
GLR | Generalized Linear Regression |
GR | Gaussian process Regression |
LR | Linear Regression |
GAM | Generalized Additive Model |
KRR | Kernelized Ridge Regression |
LRR | Linear Ridge Regression |
IFS | Integral Feature Selection |
IVS | Input Variable Selection |
LEBs | Low-Energy Buildings |
AI | Artificial Intelligence |
SVR | Support Vector Regression |
MLP | Multi-Layer Perception |
RBF | Radial Basis Function |
RSM | Response Surface Methodology |
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Location (Morocco) | Climatic Zone | Climate Type | Minimum DBT (°C) | Mean DBT (°C) | Maximum DBT (°C) | CDD Base 24 °C | HDD Base 18 °C |
---|---|---|---|---|---|---|---|
Meknes | Z3 | Mediterranean | 0.12 | 17.66 | 43.95 | 223.45 | 1007.32 |
Ifrane | Z4 | Cold | −4.0 | 15.09 | 34.1 | 156.65 | 1711.17 |
Marrakech | Z5 | Semi-arid | 2.4 | 20.3 | 43.7 | 459.12 | 565.85 |
Building Components | Material (layers) | Thickness (cm) | Thermal Conductivity, KJ/(h.m.K) | Density (kg/m3) | Thermal Capacity, kJ/(kg K) | Overall U-Value (W/m2 K) |
---|---|---|---|---|---|---|
Exterior wall | Cement plaster | 2 | 4.152 | 1700 | 1 | 0.3–1 |
Hollow brick | 7 | 1.805 | 720 | 0.794 | ||
Polystyrene | 1–12 | 0.141 | 25 | 1.38 | ||
Hollow brick | 7 | 1.805 | 720 | 0.794 | ||
Cement plaster | 2 | 4.152 | 1700 | 1 | ||
Floor | Tile | 0.7 | 1.227 | 790 | 0.801 | 0.3–2 |
Mortar | 5 | 4.152 | 2000 | 0.84 | ||
Polystyrene | 1–12 | 0.141 | 25 | 1.38 | ||
Heavy concrete | 20 | 6.318 | 2300 | 0.92 | ||
Roof | Cement plaster | 2 | 4.152 | 1700 | 1 | 0.3–1 |
Concrete Block | 25 | 3.924 | 1300 | 0.65 | ||
Polystyrene | 1–12 | 0.141 | 25 | 1.38 | ||
Heavy concrete | 4 | 6.318 | 2300 | 0.92 | ||
Interior wall | Cement plaster | 2 | 4.152 | 1700 | 1 | 2.904 |
Hollow brick | 7 | 1.805 | 720 | 0.794 | ||
Cement plaster | 2 | 4.152 | 1700 | 1 |
Parameter | Variable | Unit | Min. Value | Max. Value | Avg. Value |
---|---|---|---|---|---|
External walls’ transmission coefficient | X1 | W/Km2 | 0.3 | 1 | 0.65 |
Absorption coefficient of the solar radiation of the external walls | X2 | - | 0.2 | 0.8 | 0.5 |
Roof transmission coefficient | X3 | W/Km2 | 0.3 | 1 | 0.65 |
Absorption coefficient of the solar radiation of the roof | X4 | - | 0.2 | 0.8 | 0.5 |
Transmission coefficient of the floor | X5 | W/Km2 | 0.3 | 2 | 1.15 |
Air change rate | X6 | 1/h | 0.5 | 2 | 1.05 |
South window-to-wall ratio | X7 | % | 10 | 40 | 25 |
East window-to-wall ratio | X8 | % | 10 | 40 | 25 |
West window-to-wall ratio | X9 | % | 10 | 40 | 25 |
North window-to-wall ratio | X10 | % | 10 | 40 | 25 |
No. | Model | Description | Key Hyperparameters and Settings | Historical Background/Key References |
---|---|---|---|---|
1 | Artificial Neural Networks (ANNs) | ML models inspired by the human brain, consisting of interconnected neurons organized into layers (input, hidden, output). | Hidden layers: 2. Neurons per layer: 10–50. Activation: ReLU. Optimizer: Adam. Learning rate: 0.01. Epochs: 1000. Batch size: 32. | Originated in 1940s–50s; gained popularity in the 1980s–1990s with the development of backpropagation [17]. |
2 | Decision Trees (DT) | Hierarchical structures representing decisions or tests on features. Simple, interpretable, and effective for classification, regression, and feature importance tasks. | Split criterion: MSE. Maximum depth: 10. Minimum samples per leaf: 5. Split method: Best split. | Initially introduced in [18]. |
3 | Support Vector Machine (SVM) | Supervised ML algorithm aiming to find the optimal hyperplane that separates data classes with maximum margin. Used in classification and regression. | Kernel: RBF. Box constraint (C): 1–10. Kernel scale: auto. Epsilon: 0.1–0.5 (tuned). | First proposed in [19]. |
4 | Extreme Learning Machine (ELM) | Single hidden layer feedforward neural network with randomly generated neurons. Offers faster training compared to traditional methods. | Hidden neurons: 100. Activation function: Sigmoid. Input weights and biases: Random initialization. | Proposed by Huang Guang-Bin in 2006 [20]. |
5 | Extreme Gradient Boosting (XGBoost) | Ensemble learning method based on gradient boosting, sequentially building trees to correct errors. Widely used for its efficiency and accuracy. | Learning rate: 0.1. Max depth: 6. Number of estimators: 100. Regularization: λ = 1. | Introduced by Tianqi Chen in 2014 [21]. |
6 | Random Forest (RF) | Ensemble method combining bagging and random feature selection to build multiple decision trees for classification and regression. | Number of trees: 100. Max depth: auto. Min samples split: 2. Max features: sqrt. | Introduced by Leo Breiman in 2001 [22]. |
7 | Tree Bagger (TB) | Ensemble technique building multiple bagged decision trees trained on bootstrap samples to improve prediction robustness. | Number of trees: 100. Leaf size: 5. Predictor selection: Random. Bootstrap aggregation: Enabled. | Described in [23]. |
8 | Generalized Linear Regression Model (GLRM) | Extends linear regression to non-normal response distributions using a link function connecting predictors to the response mean. | Link function: Identity. Distribution: Normal. Regularization: L2 (λ = 0.1). | Detailed in [24]. |
9 | Gaussian Process Regression (GPR) | Non-parametric, probabilistic model treating outputs as random variables following a multivariate Gaussian distribution. | Kernel function: Rational quadratic. Sigma: auto. Basis function: constant. Fit method: Exact Gaussian process. | Explained in [25]. |
10 | Linear Regression (LR) | Predicts continuous outcomes assuming a linear relationship between input features and output. A foundational and widely applied model. | Intercept: Included. Regularization: None. | Dates back to early 19th century [26]. |
11 | Generalized Additive Model (GAM) | Extends GLRM by allowing non-linear, additive relationships between predictors and response variables. | Spline order: 3. Number of spline terms per predictor: 5. Link function: Identity. | Introduced in [27]. |
12 | Kernelized Ridge Regression Model (KRRM) | Combines ridge regression with the kernel trick for modeling non-linear relationships with regularization. | Kernel: RBF. Lambda: 0.1–1.0. Sigma (RBF scale): auto. | Presented in [28]. |
13 | Linear Ridge Regression (LRR) | Linear regression method adding a regularization term to reduce overfitting. Provides a closed-form solution for coefficient estimation. | Regularization parameter (λ): 0.1–1.0. Solver: SVD. | Developed in [29]. |
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El Mghouchi, Y.; Udristioiu, M.T. Thermal Load Predictions in Low-Energy Buildings: A Hybrid AI-Based Approach Integrating Integral Feature Selection and Machine Learning Models. Appl. Sci. 2025, 15, 6348. https://doi.org/10.3390/app15116348
El Mghouchi Y, Udristioiu MT. Thermal Load Predictions in Low-Energy Buildings: A Hybrid AI-Based Approach Integrating Integral Feature Selection and Machine Learning Models. Applied Sciences. 2025; 15(11):6348. https://doi.org/10.3390/app15116348
Chicago/Turabian StyleEl Mghouchi, Youness, and Mihaela Tinca Udristioiu. 2025. "Thermal Load Predictions in Low-Energy Buildings: A Hybrid AI-Based Approach Integrating Integral Feature Selection and Machine Learning Models" Applied Sciences 15, no. 11: 6348. https://doi.org/10.3390/app15116348
APA StyleEl Mghouchi, Y., & Udristioiu, M. T. (2025). Thermal Load Predictions in Low-Energy Buildings: A Hybrid AI-Based Approach Integrating Integral Feature Selection and Machine Learning Models. Applied Sciences, 15(11), 6348. https://doi.org/10.3390/app15116348