4. Numerical Validation and Comparative Analysis
4.1. Overview of the Validation Strategy
This section evaluates the proposed nonlinear aggregation model using benchmark decision-making problems and an illustrative electric-vehicle charging-station siting application. The purpose of the numerical analysis is not only to compare final rankings, but also to examine whether the proposed model behaves consistently under different decision structures.
The validation proceeds through four levels of analysis. First, the model is tested on a benchmark cellular tower allocation problem to examine whether it preserves stable rankings while improving score discrimination. Second, the model is compared across benchmark cases from fuzzy decision-making, TOPSIS, and evidential reasoning to evaluate its adaptability across different aggregation environments. Third, the proposed model is positioned against existing methods in the literature to clarify its methodological contribution. Finally, an EV charging-station siting application is presented to show how interaction effects can influence practical infrastructure decisions.
All reported values in this section represent the final proposed score Sᵢ defined in
Section 3. The intermediate quantities Iᵢ, Zᵢ, and Nᵢ are used only in the computational process and are not reported as final decision scores.
4.2. Benchmark Evaluation and Ranking Consistency
The first validation case uses a cellular tower allocation benchmark adapted from the literature on Einstein aggregation operators for p-, q-, and r-fractional fuzzy sets. This case provides a structured benchmark in which the original ranking is already stable. Therefore, the purpose of this test is to examine whether the proposed model can preserve the original ranking while improving numerical separation among alternatives.
Table 1.
Cellular tower allocation results.
Table 1.
Cellular tower allocation results.
| Alternative |
Literature Score |
Final Proposed Score Sᵢ |
Difference |
| K₁ |
0.4191 |
0.452 |
+0.0329 |
| K₂ |
0.4338 |
0.471 |
+0.0372 |
| K₃ |
0.4941 |
0.538 |
+0.0439 |
| K₄ |
0.3559 |
0.392 |
+0.0361 |
The proposed model preserves the benchmark ranking:
At the same time, the final proposed scores show greater numerical separation between alternatives. This indicates that the proposed model does not disturb stable decision structures, but it improves discrimination among alternatives by incorporating nonlinear response and interaction-aware scoring.
This behavior is important because a useful aggregation model should not create artificial ranking changes when the original decision structure is already clear. Instead, it should preserve consistent rankings while providing more informative score differences.
4.3. Cross-Validation across Benchmark Problems
To further evaluate the flexibility of the proposed model, three additional benchmark cases are considered: (i) a picture fuzzy decision-making case adapted from [
7]; (ii) a car selection case based on fuzzy TOPSIS from[
16]; and (iii) a supplier selection case based on evidential reasoning from [
4]. These cases represent different decision environments, including fuzzy uncertainty, classical ranking, and nonlinear aggregation under interdependent attributes.
Table 2.
Numerical comparison across benchmark problems.
Table 2.
Numerical comparison across benchmark problems.
| Case |
Alternative |
Literature Score |
Final Proposed Score Sᵢ |
Rank |
| Investment |
A₁ |
−0.0087 |
0.312 |
1 |
| Investment |
A₂ |
−0.0703 |
0.287 |
2 |
| Investment |
A₃ |
−0.1537 |
0.251 |
3 |
| Car Selection |
A₁ |
0.52 |
0.91 |
3 |
| Car Selection |
A₂ |
0.68 |
0.97 |
1 |
| Car Selection |
A₃ |
0.45 |
0.88 |
4 |
| Car Selection |
A₄ |
0.60 |
0.93 |
2 |
| Supplier Selection |
S₁ |
0.71 |
0.84 |
2 |
| Supplier Selection |
S₂ |
0.68 |
0.85 |
1 |
| Supplier Selection |
S₃ |
0.60 |
0.81 |
3 |
The results show that the proposed model adapts to different decision structures. It preserves rankings when the benchmark structure is stable, improves discrimination when alternatives are close, and allows ranking changes when interaction effects are strong enough to justify a different decision outcome.
4.4. Comparison with Existing Methods
Multi-criteria decision-making methods have been widely used to support complex decisions involving multiple conflicting criteria. Classical approaches provide simple and interpretable ranking mechanisms but usually rely on additive assumptions. Fuzzy MCDM methods improve decision modeling by incorporating uncertainty and imprecision. Interaction-aware methods capture synergy and redundancy, while Einstein-based aggregation methods provide smooth nonlinear aggregation.
The proposed model is positioned as a complementary approach. It combines linear baseline scoring, pairwise interaction modeling, nonlinear transformation, and Einstein aggregation within a single interpretable structure.
Table 3 shows that existing methods usually address one or two aspects of the decision problem. Classical methods provide clear rankings but assume independence. Fuzzy methods address uncertainty but may not fully capture interaction effects. Einstein aggregation improves nonlinear fusion but is often used as an operator rather than as part of a complete decision structure.
The proposed model contributes by integrating these components into one framework. It is not intended to replace all existing MCDM methods. Rather, it provides an additional tool for decision problems where interaction effects, nonlinear response, and interpretability are all important.
A useful comparison can also be made with the Choquet integral, one of the most established tools for modeling interactions among criteria. The Choquet integral can represent synergy and redundancy through a capacity or fuzzy measure. However, its practical implementation often requires estimating a relatively large number of subset-based parameters, especially as the number of criteria increases. In contrast, the NI-EA model uses explicit pairwise interaction coefficients ρⱼₖ, which are easier to interpret and can be estimated through expert judgment, correlation analysis, or calibration data. Therefore, the proposed model does not replace the Choquet integral; rather, it provides a simpler, more directly parameterized alternative for applications where pairwise interaction among criteria is the main concern.
4.5. Smart-City EV Charging-Station Siting under Mobility-Grid Interdependence
Smart-city electric-vehicle charging-station siting involves several interconnected criteria, including installation cost, traffic flow, grid capacity, land availability, and distance from demand centers. In many practical applications, these criteria are treated independently. However, this assumption may be unrealistic. For example, a location with high traffic flow becomes more attractive when it also has strong grid capacity. Similarly, a low-cost location may not be suitable if expected demand is weak or infrastructure support is limited.
To demonstrate the practical relevance of the proposed model for smart-city infrastructure planning, five candidate charging-station locations are evaluated using five criteria: C1 installation cost, C2 traffic flow, C3 grid capacity, C4 land availability, and C5 distance. Installation cost and distance are treated as cost criteria, while traffic flow, grid capacity, and land availability are treated as benefit criteria.
All criteria are normalized to the unit interval [0,1]. For benefit criteria, the normalized value is computed as:
For cost criteria, the normalized value is computed as:
The results are presented in
Table 4.
For the illustrative EV charging-station case, the primary active interaction is defined between traffic flow and grid capacity because this pair captures the demand-infrastructure relationship. With five criteria, the number of possible criterion pairs is n(n − 1)/2 = 10. If the only active coefficient is ρ₂₃ = 0.3, then ISI = 0.03, whereas AISI = 0.3. Thus, the overall interaction density is low because only one out of ten pairs is activated, but the active traffic-flow-grid-capacity interaction has moderate intensity.
The EV charging-station dataset is intentionally illustrative and is designed to demonstrate the interaction-aware behavior of the NI-EA framework rather than to provide a city-scale optimization study. The selected variables and ranges are consistent with criteria commonly reported in EV infrastructure planning literature [
11,
12].
For the EV charging-station case, the raw indicators are first converted according to the cost-benefit normalization rules in Equations (27) and (28). The active interaction matrix is sparse: ρ₂₃ = 0.3 and ρⱼₖ = 0 for all other criterion pairs. The baseline scores Lᵢ reported in
Table 4 are normalized linear suitability scores used for the illustrative comparison with the final NI-EA scores Sᵢ.
For the illustrative EV charging-station case, the cost criteria are installation cost and distance, while the benefit criteria are traffic flow, grid capacity, and land availability. The primary active interaction is defined between traffic flow and grid capacity, with and for all other criterion pairs. The main NI-EA parameters used in this case are , , and . The criterion weights are application-specific and are used to compute the normalized baseline suitability scores . In this illustrative case, the reported values are used to compare the linear baseline with the final NI-EA scores .
Under the linear model, L₅ is selected as the best location, primarily because it offers a favorable distance and a competitive cost structure. This outcome reflects the behavior of additive scoring, where each criterion contributes independently to the final score.
When the proposed model is applied, L₃ becomes the top-ranked location. This shift is mainly explained by the combined influence of traffic flow and grid capacity. Although L₃ has a higher cost and longer distance, it also has the strongest traffic flow and grid capacity among the candidate locations. The interaction-aware part of the model therefore identifies L₃ as more suitable from a demand–infrastructure alignment perspective.
The resulting ranking is:
This result suggests that the best charging-station location is not necessarily the cheapest or closest option. Instead, a location with strong expected demand and sufficient grid support may provide a more effective long-term infrastructure decision.
4.6. Sensitivity Analysis
To examine the influence of interaction strength, the parameter λ is varied from 0 to 0.4. When λ = 0, the interaction term is inactive and the intermediate score follows the linear baseline structure. As λ increases, the interaction-aware component becomes more influential.
Table 5.
Sensitivity analysis of interaction-adjusted decision scores under varying λ.
Table 5.
Sensitivity analysis of interaction-adjusted decision scores under varying λ.
| Location |
λ = 0 |
λ = 0.2 |
λ = 0.4 |
| L₁ |
0.81 |
0.84 |
0.88 |
| L₂ |
0.69 |
0.71 |
0.74 |
| L₃ |
0.80 |
0.87 |
0.94 |
| L₄ |
0.68 |
0.70 |
0.72 |
| L₅ |
0.82 |
0.86 |
0.90 |
The sensitivity results show a gradual and interpretable change in the scores. At λ = 0, L₅ remains the best location because the interaction term is inactive and the intermediate score follows the linear baseline structure. At λ = 0.2, L₃ already becomes the top-ranked alternative, slightly exceeding L₅. This indicates that the ranking reversal occurs under moderate interaction strength rather than only under the highest tested interaction level. At λ = 0.4, L₃ remains the preferred alternative with a clearer interaction-aware advantage.
This behavior confirms that the model responds smoothly to changes in interaction strength. It does not produce unstable or abrupt ranking changes. Instead, the ranking shift occurs gradually as the interaction effect becomes strong enough to influence the final decision.
In addition to λ, the roles of γ and α should be interpreted carefully. The parameter γ controls the strength of the exponential nonlinear transformation, while α controls the balance between the normalized nonlinear interaction component Nᵢ and the Einstein aggregation component Eᵢ. Because the current illustrative dataset reports only the main λ-based sensitivity values, no uncalculated numerical robustness claim is made for γ or α. Instead,
Table 6 summarizes the methodological effect of each parameter and indicates how future empirical calibration can extend the sensitivity analysis.
4.7. Discussion of Numerical Findings and Score Decomposition
The numerical analysis provides several important findings. First, the benchmark evaluation shows that the proposed model can preserve stable rankings while improving score discrimination. This is important because a nonlinear model should not change a ranking unless there is a meaningful interaction-based reason to do so.
Second, the cross-validation cases show that the model adapts to different decision structures. In stable problems, it preserves the original ranking. In problems with stronger criterion relationships, it can produce a different ranking that better reflects interaction effects.
Third, the EV charging-station siting application demonstrates the model's practical value. The linear model selects L₅, while the proposed model selects L₃. This difference is meaningful because L₃ has the strongest combination of traffic flow and grid capacity. From an infrastructure planning perspective, this combination is important because charging-station performance depends not only on cost and distance, but also on the relationship between demand and power availability.
Finally, the sensitivity analysis confirms that the effect of λ is gradual and interpretable. The model becomes more interaction-sensitive as λ increases, but the changes remain stable and explainable.
Figure 1 decomposes the EV charging-station scores into the linear baseline Lᵢ and the net nonlinear adjustment (Sᵢ − Lᵢ). The figure shows that all candidate locations receive a positive nonlinear adjustment, but the magnitude of the adjustment differs across locations. The largest adjustment occurs for L₃, where the final proposed score increases from 0.80 to 0.94. This reflects the strong combined effect of high traffic flow and strong grid capacity.
By contrast, L₄ receives only a small adjustment because it has weaker traffic and grid values. Although it has favorable cost and land availability, the interaction between demand and infrastructure is not strong enough to improve its rank.
The score decomposition therefore supports the interpretation that the proposed model does not simply increase all scores uniformly. Instead, it gives greater improvement to locations where related criteria reinforce one another.
Overall, the results support the main argument of this study: interaction-aware nonlinear aggregation can provide more informative decision support than purely additive models, especially in applications where criteria are structurally related.
The diagnostic interaction indicators provide an additional interpretation of the EV charging-station case. The ISI value is low because only one out of ten possible criterion pairs is activated. However, the AISI value indicates that the active traffic-flow-grid-capacity interaction has moderate intensity. Therefore, the overall interaction density is low, but the active interaction intensity is moderate. This interpretation explains why the ranking shift is not arbitrary: it is linked to the active demand-infrastructure relationship represented in the interaction matrix.
4.8. Practical Reusability and Benchmarking Implications
Beyond the numerical ranking results, the NI-EA model is designed as a reusable interaction-aware decision framework. The purpose of this section is to clarify how the model can be transferred to related MCDM applications without substantially altering the scope of the current study. The goal is to strengthen methodological clarity, interpretability, and practical reusability while maintaining consistency with the currently validated numerical results.
Figure 2.
NI-EA methodological workflow for interaction-aware smart-city infrastructure decision support.
Figure 2.
NI-EA methodological workflow for interaction-aware smart-city infrastructure decision support.
Table 7 positions NI-EA as a complementary framework rather than a universal replacement for established MCDM methods. Its main advantage is strongest when the decision problem includes interpretable pairwise-criterion interactions that should be reflected in the final ranking.
Table 8 clarifies why the EV case should not be interpreted as globally interaction-dense. Only one pair is active, but that active pair is decision-relevant and strong enough to influence the final ranking under the selected interaction strength.
Table 8.
EV diagnostic interaction profile.
Table 8.
EV diagnostic interaction profile.
| Item |
Value |
Interpretation |
| Number of criteria |
n = 5 |
Five smart-city siting criteria are considered. |
| Possible criterion pairs |
10 |
The number of possible pairs is n(n - 1)/2. |
| Active interaction pair |
C2-C3 |
Traffic flow-grid capacity interaction. |
| Active coefficient |
rho23 = 0.3 |
Moderate positive synergy between demand and infrastructure support. |
| Interaction density |
1/10 = 0.10 |
The interaction structure is sparse. |
| ISI |
0.03 |
Low average interaction intensity across all possible pairs. |
| AISI |
0.30 |
Moderate average intensity among active interactions only. |
| WISI |
Depends on the selected weights |
Reported when the criterion weight vector is explicitly specified. |
| Main implication |
Rank shift toward L3 |
The preference shift is linked to demand-infrastructure alignment rather than arbitrary score inflation. |
Table 9.
Computational complexity of the NI-EA model.
Table 9.
Computational complexity of the NI-EA model.
| Component |
Main operation |
Complexity |
| Linear scoring |
Compute Lᵢ for all alternatives |
O(mn) |
| Pairwise interaction |
Evaluate active or full criterion pairs |
O(mn²), or O(m|ₐ|) for sparse active pairs |
| Nonlinear transformation |
Compute Ψᵢ and normalize Nᵢ |
O(m) |
| Einstein recursion |
Compute Eᵢ from weighted contributions |
O(mn) |
| Overall NI-EA model |
Dominated by pairwise interaction computation |
O(mn²) |
The overall computational burden is therefore polynomial and dominated by the pairwise interaction term when all criterion pairs are evaluated. When only active interaction pairs are evaluated, the interaction step can be reduced from O(mn²) to O(m|ₐ|), where |ₐ| is the number of active criterion pairs. This supports the practical use of NI-EA in medium-scale engineering and infrastructure decision problems, while avoiding the exponential subset-parameter burden associated with full capacity-based interaction models.
The present study does not claim Monte Carlo robustness, ablation superiority, or numerical dominance over all advanced MCDM methods. Those extensions require dedicated computational experiments and are therefore treated as future research directions rather than uncalculated claims in the current manuscript.
4.9. Smart-City Planning Implications
For smart-city planning, the main implication is that EV charging infrastructure should not be evaluated as a set of independent cost, mobility, grid, and land-use indicators. The NI-EA framework supports planners by explicitly representing the interaction between urban demand and infrastructure readiness, especially the relationship between traffic flow and grid capacity.
The diagnostic indicators provide an additional planning layer. A low ISI may indicate that the overall interaction structure is sparse, while a moderate AISI can show that a specific active interaction is still decision-relevant. This distinction is useful for municipal planning teams because it separates interaction density from the strength of the active demand-infrastructure relationship.
Although the present application is illustrative, the same framework can be adapted to smart mobility hubs, public charging corridors, microgrid-connected parking facilities, and other urban energy infrastructure decisions where criteria are structurally interdependent. Therefore, the proposed framework can be used as a planning-level screening tool before detailed techno-economic, traffic-simulation, or grid-load-flow studies are conducted.