1. Introduction
Panel data models constitute a pivotal analytical tool for exploring multi-dimensional datasets, with a conventional assumption that model parameters remain constant across the entire observation period. In practical scenarios, however, this parameter stability is frequently disrupted by external factors such as policy adjustments, economic fluctuations, or unforeseen public events, which may induce structural changes in model parameters at unknown time points. To ensure the reliability of empirical modeling, it is therefore essential to test for the existence of such change points in panel data and accurately estimate their locations if they exist, an issue that has spurred extensive methodological research in the field. The methodological exploration of change point detection in panel data traces its origins to Joseph and Wolfson (1992, 1993) [
1,
2], who laid the foundational theoretical framework for this research area. Since then, substantial advancements have been made through diverse methodological approaches. In the realm of parameter estimation, Bai (2010) [
3] proposed a least squares method to identify common mean change points in panel data with stationary error terms, establishing a cornerstone for parameter-based change point analysis. In terms of hypothesis testing, Horváth (2012) [
4] and Chen and Hu (2017) [
5] both adopted the cumulative sum (CUSUM) approach to detect mean change points, while Li et al. (2015) [
6] extended this line of research to variance change point detection by developing a squared CUSUM method.
As research has advanced, scholars have increasingly focused on addressing more complex panel data structures and heterogeneities. Li, Qian, and Su (2016) [
7] examined panel models with interactive fixed effects and proposed a penalized principal component procedure integrated with adaptive group fused LASSO to detect multiple structural breaks, supporting their method with rigorous theoretical justifications and comprehensive simulation and empirical validations. Baltagi et al. (2017) [
8] further generalized change point estimation to encompass both stationary and nonstationary panel data contexts, systematically deriving the asymptotic properties of least squares and first-difference estimators. For high-dimensional panel data characterized by a large number of cross-sections and short time series, Jaromír et al. (2018) [
9] designed a Wald-type test to enhance detection power.
Recent studies have also made significant strides in tackling complex error structures and heterogeneous panel settings. Baltagi et al. (2020) [
10] investigated drift tests for time-trend panel models with serially correlated error components, proposing a Wald-type test statistic based on the fixed-effects feasible generalized least squares (FE-FGLS) estimator and confirming its limiting distribution as a chi-square distribution. Okui and Wang (2021) [
11] developed a method combining grouped fixed effects and adaptive grouped fused LASSO to estimate structural breaks in heterogeneous panel models, while Karim and Nase (2022) [
12] introduced the Double-CUSUM-Modified EWMA method to improve the sensitivity of mean shift detection in panel data. Lumsdaine, Ryo, and Wang (2023) [
13] focused on linear panel models with grouped heterogeneity, proposing a least squares approach to jointly estimate break points, group memberships, and model coefficients. Most recently, Wang, Phillips, and Su (2024) [
14] addressed the challenges posed by interactive fixed effects and unobserved heterogeneities (including latent group structures and unknown structural breaks) in linear panel models, proposing a binary segmentation method for break point estimation and a sequential testing K-means algorithm to identify latent group structures and their numbers.
In the aforementioned literature, change point analysis is typically conducted in two sequential steps: detection followed by estimation. While these methods have demonstrated promising performance in addressing change point detection problems, most of them necessitate assumptions regarding certain relevant quantities or rely on predefined threshold values. Furthermore, a number of current approaches have been developed under the premise that the sequences of random variables conform to specific distributions. In practical applications, however, data distributions tend to be highly diverse. Consequently, although many methods exhibit sound theoretical properties, their utility in real-world scenarios remains constrained.
In scenarios where prior information about the sample is unavailable, Xia and Qiu (2015) [
15] proposed the jump information criterion (JIC) for estimating discontinuous nonparametric regression curves. This criterion comprises two key components: a fitting term that aligns with the observed data and a penalty term associated with the complexity introduced by change points. The number of change points is determined by minimizing the JIC value. In this study, we extend the application of the JIC method to detect change points in panel regression models. Specifically, we transform the change point detection problem into an estimation problem centered on determining whether the number of change points is one or zero. Moreover, if a change point exists, its location is estimated concurrently. A notable advantage of this method is that it neither depends on critical values nor requires the error sequence to follow specific distributions. The approach presented in this paper integrates the traditional two-step framework of change point analysis detection and estimation into a unified methodological framework. This integrated design mitigates error accumulation, improves computational efficiency, and exhibits stronger adaptability to complex real-world contexts.
The remainder of this paper is structured as follows.
Section 2 outlines the model framework and fundamental assumptions.
Section 3 elaborates on our proposed methodology and presents the core results, including a rigorous demonstration of the consistency of the estimates and their corresponding convergence rates.
Section 4 reports the results of Monte Carlo simulations and an empirical case study. Finally,
Section 5 summarizes the key findings of the paper and provides concluding remarks.
4. Monte Carlo Simulations
For our simulations, we used the model
with
follow a uniform distribution
, and
follow a uniform distribution
. The error term
is assumed to follow a standard normal distribution
.
We employ Monte Carlo simulations to assess the effectiveness of the JIC method. Specifically, we analyze the accuracy of the JIC test across different combinations of and varying assumptions about . Our simulation design explicitly includes scenarios with small N and T to investigate the small-sample properties of JIC.
Additionally, we compare the JIC method’s performance with the Wald-type approach proposed in [
9], which utilizes a wild bootstrap procedure to derive critical values. All subsequent Monte Carlo experiments are repeated 1000 times. To compare the computational complexity of the methods, we also output the program runtime.
The choice of tuning parameters may affect the effectiveness of the method proposed in this paper. Therefore,
Section 4.1 first discusses the selection of tuning parameters.
4.1. Choosing the Tuning Parameter
To ensure the effectiveness of the method, the selection of is data-driven. Based on simulation results, we provide a suitable range for in practical applications. First, for fixed sample sizes N and T, we evaluate the performance of change point estimation across different values of , identifying the range of that maximizes estimation accuracy. Next, this analysis is repeated under varying N and T to derive optimal intervals for each sample size configuration. Finally, the intersection of these intervals is taken to determine a recommended range for . To assess the proposed method’s robustness in tuning parameter selection, we conduct simulation experiments using the panel data model specified in (1) across diverse scenarios.
The magnitude of the structural break is set to
. We consider different combinations of cross-sectional units
and time periods
to compare the stability and estimation accuracy of the method in selecting
, under both the null hypothesis and the alternative hypothesis. As shown in
Figure 1, the accuracy of change point estimation becomes stable when
falls within the interval
. Thus, when
, the JIC estimation method achieves a balance between detecting zero and one change points.
4.2. Simulations
To evaluate the statistical efficiency of the jump information criterion under both the change-point and no-change-point scenarios, we set
, and 0.5, respectively. Let
, and consider
Table 1 shows that under the null hypothesis (no change), the JIC method outperforms the Wald-type method in detection accuracy, even with small sample sizes.
Table 2 presents results under the alternative hypothesis
, where the change point is set at
with varying jump sizes. The JIC method achieves higher accuracy when the jump size is small. As the sample size and jump size increase, both methods reach 100% accuracy. In terms of computational efficiency, the JIC method is faster than the Wald-type method, especially for large samples. Furthermore, the experimental results confirm that the accuracy of estimating the true number of change points
with the JIC method improves as
N and
T increase, supporting the conclusion of Theorem 1.
To examine the impact of the change point being located near the beginning or end of the sample on the accuracy of change point detection, we conducted additional simulation experiments under the alternative hypothesis
, setting the change point
k at
and
, respectively. The results are presented in
Table 3. The findings indicate that when the change point is close to the beginning or end of the sample, the accuracy of change point detection is barely affected. Moreover, as the sample sizes
N and
T increase, the detection accuracy of the JIC method can also reach
.
To further examine the applicability and robustness of the proposed method under non-Gaussian settings, we supplement simulations in which the error term follows a heavy-tailed distribution, ∼. In this experiment, all other settings remain unchanged: ∼∼, and .
The simulation results are in
Table 4 and
Table 5 and indicate that when the error term follows a
distribution, the change-point detection accuracy slightly decreases compared with the Gaussian case
. For example, when
,
, and
, the detection accuracy is 0.978 under normal errors, whereas it is 0.926 under the
distribution.
Although the Wald-type method exhibits slightly higher detection accuracy than the JIC method when , the accuracy of the JIC method also reaches as the sample sizes N and T and the change magnitude increase. In terms of computational efficiency, the JIC method is generally faster than the Wald-type method, especially for large samples, because it avoids constructing test statistics and choosing significance levels, thereby reducing computation time.
This phenomenon is due to the heavier tails of the distribution, which generate more extreme values, increasing random fluctuations and making it more difficult to distinguish structural changes from random noise. Nevertheless, as the sample sizes N and T and the change magnitude increase, the JIC method improves in estimating the true number of change points and in achieving higher overall detection accuracy. The trend is consistent with that under Gaussian errors, indicating that the JIC method maintains good applicability and robustness under non-Gaussian errors.
4.3. An Empirical Application
To demonstrate the relevance of our findings, we drew on data from the World Income Inequality Database, accessible at
https://www.wider.unu.edu/project/world-income-inequality-database, (accessed on 21 March 2026). The primary dataset comprises Gini coefficients in percentage points, along with source details, encompassing 159 countries (the Gini index is used to measure the inequality of wealth). The original dataset comprises Gini coefficients in percentage points and source details for 159 countries. Unfortunately, a significant amount of data is missing, especially predating the 1980s. We therefore selected five countries from 1987 to 2006, including Belarus, Bulgaria, Estonia, Latvia, and Ukraine. Each country has a minimum of 16 recorded observations (
Figure 2). Missing observations were replaced using linear interpolation. If more than one point was given for one year, they were replaced by the average. Therefore, our analysis is based on
and
.
We applied the method proposed in this paper and the methods in the literature to conduct change point analysis on this dataset.
First, using our method, the calculated JIC values are , . Since , the estimated number of change points is . The estimated change point location is . The total computation time for change point analysis is 0.014 s.
Second, using the methods in the literature, a Wald-type test was first performed, which indicated the presence of a change point. The CUSUM method was then used to estimate the change point location, yielding . The total computation time for this approach was 0.021 s.
These results clearly demonstrate the advantages of our method, particularly in change point analysis for massive datasets, where its efficiency gains will be even more pronounced.
5. Conclusions
For the problem of detecting a single change point in linear panel data models, this paper proposes an estimation method based on the jump information criterion (JIC). By framing the hypothesis testing problem as an estimation problem for the number of change points, the method obviates the need for restrictive assumptions about nuisance parameters or data distributional forms. By minimizing the JIC, an estimate of the change point count is derived. The paper establishes the consistency of this estimate and characterizes its optimal convergence rate. Monte Carlo simulations confirm the method’s effectiveness in correctly maintaining the null hypothesis (no change point) and achieving high estimation accuracy under the alternative hypothesis (one change point). This transformation brings several advantages, which we elaborate as follows:
- (1)
Simplified Procedure: The JIC method estimates the number of change points by minimizing an information criterion, without requiring the construction of test statistics or the selection of significance levels. This makes the procedure more intuitive, practical, and user-friendly.
- (2)
Reduced Computational Burden: Compared to hypothesis testing approaches, JIC eliminates the need for additional steps such as computing critical values or bootstrap distributions. As a result, the method significantly reduces computation time and operational complexity, especially for large datasets.
- (3)
High Detection Accuracy with Small Changes: Simulation results show that even when the magnitude of structural changes is small, the JIC method maintains a high level of detection accuracy, which demonstrates its robustness in practical applications.
Notably, while the proposed JIC framework is scalable to scenarios involving multiple change points, high-dimensional settings, nonstationary series, integrated (cointegrated) data, and panel data models with latent group structures, inherent challenges arise in such generalizations. Ongoing research is dedicated to addressing these multifaceted complexities, including refining penalty terms to accommodate group-specific dynamics, enhancing computational efficiency, and refining the methodology to achieve broader applicability across these diverse empirical contexts. For the high-dimensional change point problem, Wang and Samworth (2018) [
16] proposed a two-stage procedure called INSPECT for estimating change points. In future research, we will focus on applying the JIC method to change point analysis in high-dimensional data.