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Mind the gap! Stylized facts and structural models. Fabio Canova, Norwegian Business School and CEPR Filippo Ferroni, Chicago Fed June 2019 Introduction Common in macroeconomics to compare dynamics induced by distur- bances using SVAR and


  1. Mind the gap! Stylized facts and structural models. Fabio Canova, Norwegian Business School and CEPR Filippo Ferroni, Chicago Fed June 2019

  2. Introduction � Common in macroeconomics to compare dynamics induced by distur- bances using SVAR and DSGE; see e.g. Gali (1999); Christiano et al. (2005); Iacoviello (2005), Basu and Bundik (2017), etc. � Non-invertibility/truncation problems: Ravenna (2007), Fernandez et al. (2007), Giacomini (2013), Plagborg-Moller (2018), Pagan and Robinson (2018), Chahrour and Jurado (2018). � Typically, if VAR has q shocks, use a theory with q or less disturbances. Does the DGP only has q disturbances? Which ones? � Here DGP has q disturbances; empirical model q 1 < q variables. Iden- ti�ed shocks and identi�ed dynamics become mongrels with little eco- nomic interpretation.

  3. � Cross sectional deformation : - Identi�ed shocks need not combine "types" of structural disturbances. - Appropriate theoretical restrictions may be insu�cient. Di�cult to match e.g, identi�ed technology shocks to TFP disturbances . � Time deformation : - Identi�ed shocks are, in general, linear combinations of current and past structural disturbances. Perceived internal transmission stronger than in the DGP .

  4. Punchlines � VARs can not be too small: di�cult to make sense of identi�ed shocks. � If VARs can not be su�ciently large, compare data VARs with the theory reduced to the same VAR observables. Some structural disturbances may not be obtained from a given VAR . � (Corollary) VARs used to derive dynamic facts might change depending on the DGP and the disturbances of interest. To identify monetary policy disturbances may need VARs with di�erent variables if the DGP has �nancial disturbances or not .

  5. � Deformation vs. invertibility. - Problems distinct. - Long lags do not help to reduce cross sectional deformation. � Early literature: Lutkepohl (1984), Hansen and Sargent (1991), Marcet (1991), Braun and Mittnik (1991), Faust and Leeper (1998), Forni and Lippi (1999). � Related literature: Canova and Sahneh (2018), Wolf (2018).

  6. Intuition � Growth model with log preferences, full depreciation, iid shocks to TFP ( Z t ), investment ( V t ), preferences ( B t ). Solution: ��V t Z t K � K t +1 = (1) t (1 � �� ) B t Z t K � C t = (2) t Z t K � Y t = (3) t � System invertible if 0 � � < 1. � Recursive system. All three shocks identi�able if VAR has three variables.

  7. � System 1: (log K t +1 ; log Y t ) log K t +1 = log( �� ) + � log k t + u 1 t (4) log Y t = � log k t + u 2 t (5) u 1 t = log V t + log Z t , u 2 t = log Z t . Cannot recover B t ! cross sec- tional deformation. System maintain recursivity: identi�cation works for log V t ; log Z t . � System 2: (log K t +1 ; log C t ) log K t +1 = log( �� ) + � log K t + u 1 t (6) log C t = log(1 � �� ) + � log K t + u 2 t (7) u 1 t = log V t + log Z t , u 2 t = log B t + log Z t . u t mix demand and supply disturbances. Cross sectional deformation. Recursivity lost; identi�cation does not work.

  8. � System 3: (log C t ; log Y t ) log C t = � log( �� ) + � log C t � 1 + u 1 t (8) log Y t = � log( �� ) + � log Y t � 1 + u 2 t (9) - u 1 t = log B t � � log B t � 1 + log Z t + � log V t � 1 . - u 2 t = log Z t + � log V t � 1 . - Time and cross sectional deformation. - Impossible to go from u jt ; j = 1 ; 2 to demand and supply disturbances. - Dynamics to identi�ed u jt shocks more persistent than dynamics to log B t ; log V t ; log Z t .

  9. Relationship structural disturbances/empirical innovations � (Log-) linear DGP: x t = A ( � ) x t � 1 + B ( � ) e t (10) y t = C ( � ) x t � 1 + D ( � ) e t (11) x t is k � 1 vector of endogenous and exogenous states, e t � (0 ; �), � diagonal, is q � 1 vector of disturbances, y t is m � 1 vector of endogenous controls. A ( � ) is k � k , B ( � ) is k � q , C ( � ) is m � k , D ( � ) is m � q , � structural parameters. � Observables z it = S i [ x t ; y t ] 0 , S i is q i � q matrix.

  10. Case 1: Empirical system eliminates some controls � S 1 = [ I; S 12 ] � Innovations u 1 t generated by u 1 t = z 1 t � E [ z 1 t j � 1 t � 1 ] � z 1 t � ~ F 1 z 1 t � 1 (12) Proposition 1 i) u 1 t = � 1 ( � ) e t , where � 1 ( � ) is q i � q . ii) A su�cient condition for the identi�cation of e j it is that the k-th row ! B ( � ) of G 1 ( � ) � has at most one non-zero element in the j-th S 12 D ( � ) position. � Related to Faust and Leeper (1998).

  11. � Cases 2-3: The empirical system eliminates/repackages states � S 2 = [ S 21 ; S 22 ]; S 3 = [ S 31 ; 0]. � Innovations u it ; i = 2 ; 3 generated by u it = z it � E [ z it j � it � 1 ] � z it � ~ (13) F i z it � 1 Proposition 2 i) u it = � i ( �; L ) e t , � i is q i � q , each L , i=2,3. ii) u it = i ( �; L ) u 1 t ; i = 2 ; 3.

  12. Dynamics Proposition 3 ! A ( � ) i) If a shock can be identi�ed from u 1 t and if ~ F 1 = , structural S 12 C ( � ) dynamics in the empirical system proportional to those of the DGP. ii) With u it ; i = 2 ; 3 responses to identi�ed shocks distorted at all horizons. � Braun and Mittnik (1991): expression for response biases in VARs.

  13. An example 1 h = 1 � h g t +1 + 1 � h g t + r t � � t +1 (14) � t � t +1 � � � h � t = � t +1 � + k p 1 � h g t + (1 + � n ) n t + k p ( � t � � t ) (15) o t = � t + (1 � � ) n t (16) � � r t = � r r t � 1 + (1 � � r ) � y g t + � p � t + " t (17) g t = a t + o t � o t � 1 (18) = � z � t � 1 + " zt (19) � t a t = � a a t � 1 + " at (20) � t = � � � t � 1 + " �t (21) � t = � � � t � 1 + " �t (22) � t = " mpt (23)

  14. � Minimal state vector x t � 1 = [ o t � 1 ; r t � 1 ; � t � 1 ; a t � 1 ; � t � 1 ; � t � 1 ] 0 (6 � 1) � Control vector y t = [ g t ; o t ; � t ; n t ; r t ] 0 (5 � 1). � Shock vector e t = [ " z t ; " a t ; " � t ; " � t ; " mp t ] 0 (5 � 1) � Set: � = 0 : 33; � = 0 : 99; � n = 1 : 5; h = 0 : 9; k p = 0 : 05; � y = 0 : 1; � p = 1 : 5; � r = 0 : 8; � z = 0 : 5; � a = 0 : 2; � � = 0 : 5; � � = 0 : 0. � How would the shocks/dynamics of an empirical system with q 1 � 4 compare with the shocks/dynamics of the original model?

  15. � System with z t = ( o t ; � t ; n t ; r t ). 1 h � t = � t +1 � 1 � h ( a t +1 + o t +1 � o t ) + 1 � h ( a t + o t � o t � 1 ) + r t � � t +1 (24) � � h � t = � t +1 � + k p 1 � h ( a t + o t � o t � 1 ) + (1 + � n ) n t + k p ( � t � � t ) (25) = � t + (1 � � ) n t (26) o t � � = � r r t � 1 + (1 � � r ) � y ( a t + o t � o t � 1 ) + � p � t + " mpt (27) r t � State vector: x t � 1 = [ o t � 1 ; r t � 1 ; � t � 1 ; a t � 1 ; � t � 1 ; � t � 1 ] 0 . � Law of motion of the states (A, B matrices) unaltered. � Cross sectional deformation, no time deformation distortions .

  16. � System with z t = ( o t ; � t ; n t ). 1 � h ( a t +1 + o t +1 � o t ) + ( h + � r 1 ((1 + � r ) � � r L ) � t = � t +1 � 1 � h + (1 � � r ) � y ) ( a t + o t � o t � 1 ) ( h� r � 1 � h ) ( a t � 1 + o t � 1 � o t � 2 ) + ( � r + (1 � � r ) � p ) � t + " mpt � � t +1 (28) � � h � t = � t +1 � + k p 1 � h ( a t + o t � o t � 1 ) + (1 + � n ) n t + k p ( � t � � t ) (29) o t = � t + (1 � � ) n t (30) x t � 1 = [ o t � 1 ; o t � 2 ; � t � 1 ; a t � 1 ; � t � 1 ; � t � 1 ] 0 . � State vector: ^ � Law of motion of the states (A, B matrices) altered. � Cross-sectional and time deformation distortions .

  17. � System with z t = ( � t ; n t ; r t ). 1 � t = � t +1 � 1 � h ( a t +1 + � t +1 � � t + (1 � � ) ( n t +1 � n t )) h + 1 � h ( a t + � t � � t � 1 + (1 � � ) ( n t � n t � 1 )) + r t � � t +1 (31) � � h � t = � t +1 � + k p 1 � h ( a t + � t � � t � 1 + (1 � � ) ( n t � n t � 1 )) + (1 + � n ) n t + k p ( � t � � t ) (32) � � r t = � r t � 1 + (1 � � ) � y ( a t + � t � � t � 1 + (1 � � ) ( n t � n t � 1 )) + � p � t + " mpt (33) x t � 1 = [ n t � 1 ; r t � 1 ; � t � 1 ; a t � 1 ; � t � 1 ; � t � 1 ] 0 . � State vector: ^ � Law of motion of the states unchanged (given production function n t � 1 proxies for o t � 1 ). � Cross-sectional deformation, limited time deformation distortions .

  18. Cross correlation function: z t = ( o t ; � t ; n t ; r t )

  19. Cross correlation function: z t = ( o t ; � t ; n t )

  20. Cross correlation function: z t = ( � t ; n t ; r t )

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