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Migration Preferences Under Economic and Geopolitical Uncertainty: An Asymmetric Approach

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Published/Copyright: August 20, 2024

Abstract

This paper aims at assessing asymmetric dynamics among migration preferences and various security and economic factors, focusing on the movements from Syria to Turkey and then to the EU via the Greek sea borders (2010M1−2022M12). We perform an economic analysis by developing a utility model, according to which migration preferences depend on security and employment and empirically test asymmetric responses of migration to corresponding shocks. We contribute to the literature by finding that migration is downwards sticky. Despite that theories of international relations may not be monolithic, the magnitude of security impact on migration implies that the state remains the primary actor responsible for managing this phenomenon, which brings us closer to neo-realism theory of International Relations (IR). Our findings reveal the factors that lead to the downwards stickiness of migration thus contributing to a better understating of the incentives for migration and to the formulation of more efficient policies.

JEL Classification: F22; F50; H56; C24

Corresponding author: Panagiotis Palaios, School of Business and Economics, Deree – The American College of Greece, 6 Gravias St., Aghia Paraskevi, Athens 15342, Greece, E-mail:

  1. Informed consent: This study presents original material that has not been published elsewhere.

  2. Author contributions: The authors have equally contributed to all parts of this paper. All the authors have read and approved the final manuscript.

  3. Competing interests: The authors declare that they have no competing interests, or other interests that might be perceived to influence the results and/or discussion reported in this paper.

  4. Data availability: The data employed in this research paper can be accessed in https://doi.org/10.6084/m9.figshare.25089590.v1. The codes to replicate the results are available upon request.

Appendices

Appendix A.1: Second Order Conditions

When it comes to the second order conditions of Section 3.1, the bordered Hessian matrix of second order partial derivatives is: H B  =  [ d 2 L d S 2 d 2 L d S d E d 2 L d λ d S d 2 L d E d S d 2 L d E 2 d 2 L d λ d E d 2 L d λ d S d 2 L d λ d E 0 ]  =  [ a S i 2 0 P S 0 ( 1 a ) E i 2 P E P S P E 0 ] and the determinant |H B | > 0 thus indicating the existence of maximum.

When it comes to the second order conditions of Section 3.2, the bordered Hessian matrix of second order partial derivatives is: H B  =  [ d 2 L d S 2 d 2 L d S d E d 2 L d λ d S d 2 L d E d S d 2 L d E 2 d 2 L d λ d E d 2 L d λ d S d 2 L d λ d E 0 ]  =  [ γ 0 P S 0 1 P E P S P E 0 ] and the determinant |H B | > 0 thus indicating the existence of maximum.

Appendix A.2: Monte Carlo Simulation and Unit Root Test

A.2.1 Monte Carlo Simulation

According to Enders and Siklos (2001) the test statistic, represented by Φ, for testing the null hypothesis of no cointegration (H 0:ρ 1 = ρ 1 = 0) is a non-standard F-statistic, as it does not follow the standard distribution. Therefore, we need to simulate the critical values by conducting a Monte Carlo simulation. Five sets of normally distributed numbers with standard deviation equal to unity were generated, using random walk processes with 5,000 trials and for T = 157 observations, to represent the {u migr,t }, {u gpr,t }, {u ungap,t }, {u confl,t }, {u viol,t } sequences, as follows:

l n m i g r t = l n m i g r t 1 + u m i g r , t u m i g r , t Ν ( 0 , 1 )

l n g p r t = l n g p r t 1 + u g p r , t u g p r , t Ν ( 0 , 1 )

l n u n g a p t = l n u n g a p t 1 + u u n d i f , t u u n g a p , t Ν ( 0 , 1 )

c o n f l t = c o n f l t 1 + u c o n f l , t u c o n f l , t Ν ( 0 , 1 )

l n v i o l t = l n v i o l t 1 + u l n v i o l , t u v i o l , t Ν ( 0 , 1 )

For each of the 5,000 series, we estimate the long-run relationship in Eq. (19) and then follow the methodology described in Section 3.2.1 to estimate the cTAR and cMTAR models. For each of these models, and for each of the 5,000 trials, the nonstandard F-statistic for the null hypothesis (H 0:ρ 1 = ρ 1 = 0), denoted by Φ, was recorded. This procedure was repeated for each of the three threshold variables and for the case for zero, one, two and three lags. The critical values generated are used to test the null hypothesis of no cointegration (H 0:ρ 1 = ρ 1 = 0) and are reported in Table A.2.1.

Table A.2.1:

Monte Carlo simulation. The distribution of Φ (non-standard F-statistic).

0 lags 1 lag 2 lags 3 lags
Threshold variable 0.10 0.05 0.01 0.10 0.05 0.01 0.10 0.05 0.01 0.10 0.05 0.01
lngpr t-1 11.840 14.341 20.347 11.499 14.036 21.257 11.126 13.701 19.857 11.145 13.667 19.276
Δlngpr t-1 9.880 11.357 14.426 9.635 11.046 14.028 9.274 10.507 13.474 9.087 10.386 13.542
lnungap t-1 10.285 12.069 17.170 10.470 12.434 17.883 10.225 12.203 17,149 10.271 12.387 17.057
Δlnungap t-1 9.905 11.467 14.280 9.625 11.051 14.453 9.292 10.500 13.679 9.097 10.451 13.644
lnviol t-1 12.212 14.569 20.756 11.971 14.276 19.724 11.405 13.758 19.507 11.349 13.893 19.149
Δlnviol t-1 9.796 11.399 14.290 9.555 10.947 17.198 9.257 10.489 13.755 9.032 10.274 13.629

The critical values of the non-standard F-statistic have been simulated for the five variables of our model and for sample size T = 157.

A.2.2 Unit Root Tests

To examine the stationary properties of our series, we perform the augmented Dickey-Fuller (ADF 1979) and the Kwiatkowski, Phillips, Schmidt and Shin (KPSS 1992) conventional unit root tests. Further, considering the asymmetric features of our data we account for the presence of possible asymmetries that could lead to spurious results by utilizing the Zivot and Andrews (1992) asymmetric unit root tests that allow for possible structural breaks in the series. ADF and Zivot and Andrews test the null hypothesis of a unit root, while KPSS tests the null hypothesis of stationarity. According to Engle and Granger (1987) representation theorem an error – correction model can be estimated to examine the short run behavior of the variables after a shock, provided that all the variables in consideration are cointegrated. As revealed by our results, reported in Table A.2.2, our variables are integrated of order one I(1), implying that we can perform threshold cointegration analysis for the long run behavior and asymmetric error correction model for the short run behavior.

Table A.2.2:

Unit root tests.

Variable lnmigr lngpr lnungap confl lnviol
Level First difference Level First difference Level First difference Level First difference Level First difference
Part i: Unit root test not allowing for structural breaks

 ADF −2.094 [1] −10.613 [1]*** −2.6083 [2] −10.299 [2]*** −0.671 [3] −5.208 [2]*** −1.541 [1] −8.689 [1]* −2.687 [3] −9.541 [3]***
 KPSS 0.559 [3]*** 0.038 [3] 0.172 [3]** 0.0221 [3] 0.377 [3]*** 0.074 [3] 0.533 [3]*** 0.061 [3] 0.425 [3]*** 0.0219 [3]

Part ii: Unit root test allowing for structural break

 Zivot-Andrews −3.847 [1] −11.136 [1]*** −4.834 [3] −10.6381 [2]*** −3.129[ 3] −5.986 [3]*** −3.539 [3] −9.086 [1]*** −3.958 [3] −10.239 [1]***
 Breakpoint 7/2012 9/2015 5/2015 5/2010 4/2016 7/2019 12/2013 11/2013 9/2011 4/2016
  1. The number in the bracket are lags used in the test. The lag order is in accordance with the AIC lag length. *, **, ***Denotes significance at 10 %, 5 % and 1 % level, respectively.

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Received: 2024-05-17
Accepted: 2024-07-31
Published Online: 2024-08-20

© 2024 Walter de Gruyter GmbH, Berlin/Boston

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