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Published online by Cambridge University Press: 01 October 2004
This paper adopts a two-step technique to estimate structural vector error correction models and provides the asymptotic distribution of the impulse response functions of such a system. The method combines two popular tools in econometrics, namely, vector autoregressive cointegration analysis in the first step and structural vector autoregression analysis in the second. The proposed structural model structure is very general in the sense that all just-identifying or overidentifying schemes that can be expressed as linear restrictions on either the contemporaneous or long-run impact of the structural shocks are allowed for. The long-run restrictions complicate the derivation of the asymptotic distribution of the structural parameter estimates as these restrictions are a function of the reduced form parameters. Consequently, the asymptotic distribution involves an extra partial derivative.Useful comments by Peter Boswijk, Günter Coenen, Neil Ericsson, Sören Johansen, Klaus Neusser, Franz Palm, Paolo Paruolo, Peter van Els, Anders Warne, and ESEM 1998 participants are gratefully acknowledged. The paper also significantly benefited from suggestions by the co-editor Pentti Saikkonen and two anonymous referees.
This paper adopts a two-step procedure to estimate structural vector error correction models and provides the asymptotic distribution of the impulse response functions of such a system even if those contain long-run restrictions. The method combines two popular tools in econometrics, namely, vector autoregressive cointegration analysis and structural vector autoregressions.
Vector autoregression (VAR) analysis has become a popular tool in empirical macroeconomics and finance. An important element in these models is the identification of independent structural shocks. Originally (Sims, 1980) a Choleski decomposition of the covariance matrix of the residuals was used for this purpose, thereby implicitly assuming a recursive causal ordering. Later on, “structural” VAR models were developed, in which the identifying restrictions are explicitly derived from theory. These restrictions can involve either contemporaneous relationships (Blanchard and Watson, 1986; Bernanke, 1986; Blanchard, 1989) or the ultimate effect of structural shocks (Blanchard and Quah, 1989).
The starting point of our analysis is the popular Johansen (1988, 1991) procedure. We prefer to take proper account of the cointegration properties in the data as this reduces the bias in the impulse responses (Phillips, 1998; Abadir, Hadri, and Tzavalis, 1999). Moreover, cointegration is directly related to the long-run properties of the data as the long-run behavior of a p-dimensional system with r cointegrating relationships can be described by p − r independent stochastic trends. It seems natural to identify these so-called common trends as structural innovations of the system, in which case the other r structural innovations cannot have a permanent impact (Stock and Watson, 1988; King, Plosser, Stock, and Watson, 1991; Warne, 1993). In the second step of our procedure, the covariance matrix of the reduced form model and the resulting total impact matrix are used to estimate the structural model. The method is very general—including the common trends model—in the sense that all just-identifying or overidentifying identification schemes that can be expressed as linear restrictions on either the contemporaneous or long-run impact of the structural shocks on the model variables are allowed for.
To conduct proper inference in these structural models the asymptotic distribution of the parameter estimates of interest has to be derived. In the case of only contemporaneous restrictions this has been done by Baillie (1987), Lütkepohl (1989, 1990), and Lütkepohl and Reimers (1992). The case of long-run restrictions is more complicated, however, as the identification of the structural parameters depends on the reduced form parameters. Mittnik and Zadrozny (1993) show that the asymptotic distribution involves an extra partial derivative in that case. They only discuss stationary vector autoregressive moving average (VARMA) models with structural parameters that can explicitly be expressed in the reduced form parameters. In this paper their results are generalized to allow for nonstationary variables and for more general identification schemes. Moreover, an explicit expression for the partial derivative is given.1
For the common trends model, Warne (1993) also provides explicit expressions for the distribution of impulse response functions. Our procedure is more general, however, as a recursive ordering of the common trends and the transitory shocks is not required and overidentifying restrictions are allowed for.
The outline of the rest of this paper is as follows. Section 2 introduces the reduced form model. Section 3 summarizes the main results for structural models without long-run identifying restrictions. Section 4 describes the imposition of long-run restrictions and their consequences for the asymptotic distribution of the structural parameter estimates. Finally, Section 5 summarizes the main results.
Let {Xt} be a p-dimensional real valued vector time series generated by the unrestricted vector autoregression of finite order k:2
The true lag order of the VAR is assumed to be at most k. This lag length assumption is a necessary precondition for imposing reliable long-run restrictions on the impulse response functions (Faust and Leeper, 1997).

where A(L) is a p × p matrix polynomial of order k in the lag operator (L):

, with Ip a p × p identity matrix. Equation (1) can be extended to include drift terms, dummy variables, or exogenous variables. As these extensions merely complicate the notation without affecting the main results of this paper, only the simplest model is considered. The roots of det[A(z)] = 0 are all either equal to one or outside the unit circle, thereby excluding the possibility of explosive processes or seasonal unit roots. Moreover, {Xt} is assumed to be cointegrated of order (1,1) with cointegrating rank equal to r (Johansen, 1991). It then follows that {Xt} has a vector error correction model (VECM) representation (Engle and Granger, 1987):

where Δ = 1 − L is the first difference operator,

, and α and β are p × r matrices of full column rank such that −αβ′ = A(1). Assuming normality, this model can be estimated by maximum likelihood (Johansen, 1988, 1991).
From Granger's representation theorem (see, e.g., Johansen, 1991, Sect. 4) it follows that ΔXt can also be expressed in terms of past disturbances:

with total impact matrix (C(1)) equal to

where Ψ is the mean lag matrix of the VAR representation and α⊥ and β⊥ are orthogonal complements of α and β, respectively: α⊥′α = β⊥′ β = 0.
To define the structural model, the reduced form disturbances {εt} are expressed in terms of the structural innovations {et}, which can be given an economic interpretation:

where B0 is a nonsingular p × p matrix. From (5) and (1) it follows that

As Ω has p(p + 1)/2 distinct elements, this relationship imposes p(p + 1)/2 independent nonlinear restrictions on B0, leaving p(p − 1)/2 elements free. Consequently p(p − 1)/2 additional independent restrictions have to be imposed on B0 to exactly identify the structural model. These restrictions have to come from economic theory as they are not testable. It is also possible to impose more than p(p − 1)/2 restrictions, in which case the overidentifying restrictions are testable (Amisano and Giannini, 1997). Assuming these restrictions are all linear, they can be expressed in the following general implicit form:

where R denotes a g × p2 matrix, imposing the g independent restrictions on B0, vec is the column stacking operator, and d denotes a g-dimensional vector of deterministic constants (usually zeros). The implicit form (7) can be transformed into explicit form by calculating the null space of R:

where λ represents the free parameters of B0 and R⊥′ can be calculated as

Throughout this paper, Hxi matrices denote 0–1 matrices that select appropriate columns from the matrix x. The term HR1 selects columns of R such that RHR1 is nonsingular, whereas HR2 selects the remaining columns.
The structural model is estimated in a two-step procedure. In the first step the reduced form model (2) is estimated, and in the second step λ is estimated conditional on the estimated reduced form parameters. The second step is performed by maximizing the following log-likelihood with respect to λ (in the just-identified case this is a concentrated likelihood function):

where c is a constant and

is the estimated covariance matrix of the residuals of the first step.
This procedure is consistent and also asymptotically efficient as long as no cross restrictions on the reduced form parameters on the one hand and B0 on the other are imposed. This requirement ensures the asymptotic block diagonality of the covariance matrix of the structural model, with the estimators of the mean parameters in the one block and those of

in the other. The joint asymptotic distribution of

is given by

where

denotes convergence in distribution,

where [otimes ] is the Kronecker product and Σλ can be computed as the inverse of the information matrix of λ in (10). These covariances can be consistently estimated in a straightforward manner. It is important to realize that the β matrix may be assumed fixed—even if it is estimated—provided that it is properly identified. This result is due to the fact that the β matrix converges at rate T to its true value in that case (Lütkepohl and Reimers, 1992). Moreover, both covariances will be nonsingular if the B0 matrix is properly identified.
To derive the impulse response functions, the VAR(k) representation given in (1) is rewritten in VAR(1) form:


where

and

Repeated substitution of Zt−1 in (12) and subsequent substitution of Zt and νt by Xt and et according to (13), (14), and (5), respectively, leads to

The asymptotic distribution of the impulse response functions (B0,B1,…,Bh) can be derived along the lines of Baillie (1987) and Lütkepohl (1989, 1990) and is given in Lütkepohl and Reimers (1992). Let b(h) denote vec(B0,B1,…,Bh). Then

where the (i + 1,j + 1)th (p2 × p2) block of Σb(h) is given by

with

and

where W denotes the matrix that relates the VAR parameters to the relevant freely estimated stochastic VECM parameters (β may be assumed known):
A necessary precondition for (17) to hold is that the partial derivatives D1,i and D2,i in (18), evaluated at the true parameter values, do not contain zero rows. Benkwitz, Lütkepohl, and Neumann (2000) emphasize the importance of this requirement by showing that it is far from trivial in the case of a stationary univariate AR(1) process. They conclude that a method that does not work well for the easiest case cannot be expected to work well in a more complicated environment. However, the problem arises only if all elements in a row of [D1,i,D2,i] are equal to zero. Complex models involve more elements in the rows and are thus less likely to result in zero elements in the diagonal of Σb(h).
From an economic point of view, it is often desirable to combine contemporaneous with long-run restrictions to identify B0. These combinations are easily incorporated in the current setting. To do so the restriction matrix R in (7) and its outcome d are split into two parts:

where Rl and Rc refer to the long-run and contemporaneous restrictions of dimensions gl × p2 and gc × p2, respectively.
The long-run restrictions on the impulse responses of the structural VECM are directly related to the total impact matrix, C(1), which gives the ultimate effect of a shock in the reduced form disturbances on the level of the endogenous variables (see (4)). If the jth structural innovation is supposed to have a known (usually zero) impact on variable i in the long run, this can be imposed by restricting the i,j element of C(1)B0 to this value.
3If r = p, long-run restrictions on Xt do not help the identification problem as they are automatically fulfilled. Long-run restrictions on the cumulative effect of shocks can be imposed, however, by restricting Cl(1)B0, where Cl(1) = A(1)−1. The Blanchard and Quah (1989) paper gives an example of such restrictions.

in (21) equals

As the rank of C(1) equals (p − r), B0 can be identified solely with long-run restrictions only if r < 2 (or r = p; see note 3).
The α⊥ and β⊥ matrices are not uniquely defined. To derive the asymptotic distribution of C(1) an explicit expression for α⊥ is needed. In accordance with the procedure for R⊥′ (see equation (9)), the following expression is used:

where Hα1′ selects columns of α′ such that α′Hα1′ is nonsingular and Hα2′ selects the remaining columns.
The asymptotic distribution of the impulse response function is considerably complicated by the introduction of long-run restrictions, as these restrictions on B0 are functions of the first step parameters. Consequently, as shown by Mittnik and Zadrozny (1993), the partial derivative of Bj with respect to γ contains an extra element reflecting its impact on B0. Moreover, the convenient block-diagonality of the covariance matrix of parameter estimates, with the ones of the mean on the one hand and those of

on the other, is destroyed. However, the following theorem shows that the two-step procedure can still be used to derive the asymptotic distribution of the impulse responses. As the stochastic nature of the restrictions is ignored in the second step of the estimation procedure, the block-diagonality still holds. The interaction between

is nevertheless taken into account, not via their covariance but via an extra term in the partial derivative of B0 with respect to R.
THEOREM 1. The asymptotic distribution of the impulse response functions, subject to the identifying restrictions given in (7), (21), and (22) and estimated by the two-step procedure as outlined in Section 3, is given by

The (i + 1,j + 1)th (p2 × p2) block of Σb(h) is given by

where the partial derivatives D1,j and D2,j and the two-step covariance matrices Σγ and Σλ are equivalent to the corresponding matrices in (18) and
where

where Kpp is the commutation matrix that transforms vec(B′) into vec(B) (Magnus and Neudecker, 1986),

with

where ιp represents a column vector with ones of length p, and4
If all variables are stationary (r = p) and long-run restrictions are imposed on the cumulative effect of shocks, the partial derivative of Cl(1) with respect to γ (still in error correction form with β = Ip) is given by [0p2×(k−1)p2,Cl(1)′ [otimes ] Cl(1)] .

Proof. The proof is based on a first-order Taylor approximation of

around vec(Bj):
where

denote, respectively, the Bj matrix and λ vector derived under the assumption that all restrictions are nonstochastic. Notice that Σλ in (25) represents the variance of

estimated in the two-step procedure, which indeed embodies this assumption.
Provided that no row of [D1,j + D3,j,D2,j] equals zero and that D1,j + D3,j and D2,j are continuous functions, the result follows immediately from the well-known result for continuously differentiable functions of consistently estimated normally distributed parameters (e.g., Serfling, 1980, Theorem 3.3.A).
We start our proof by showing the correctness of the partial derivatives of (26). These results are derived by straightforward application of some basic rules for matrix differential calculus (Magnus and Neudecker, 1986):



Result (27) follows directly by applying (31) on (16). The partial derivative of B0 with respect to R (equation (28)) has two elements, a direct effect and also an indirect effect via λ.5
If all parameters are estimated together, only the direct effect is to be taken into account. The indirect effect is then reflected in the covariance terms, which are nonzero in that case.

Disregarding the impact of R on λ, the derivative reads:
For the indirect effect, we make use of a first-order Taylor approximation of Ω (see equation (6)). As B0 is only a function of λ and R, one gets

As Ω is determined in the first step of the estimation procedure, it is not affected by changes in R. Consequently,

in (36) may be set to zero for the purpose of deriving the partial derivative of λ with respect to vec(R):
where x+ denotes the Moore–Penrose generalized inverse of x, which for a full-column matrix x is given by (x′x)−1x′. The partial derivative of vec(Ω) with respect to vec(B0) is given by (Ip2 + Kpp)(B0 [otimes ] Ip) (see equations (6) and (31)) using the fact that (B [otimes ] A)Kpp = Kpp(A [otimes ] B) for arbitrary p × p matrices A and B. Result (28) follows by filling in the partial derivatives of vec(B0) with respect to R (equation (35)) and λ (= R⊥′; see equation (8)), using the fact that ½(Ip2 + Kpp) is symmetric and idempotent (Magnus and Neudecker, 1986), premultiplying (37) by the latter derivative, and summing the direct and indirect effects.
The partial derivative of R with respect to C(1) (equation (29)) follows from multiplying the partial derivative of R with respect to Rl (= Ip2 [otimes ] [Igl,0gl×gc]′) and the partial derivative of Rl with respect to C(1) (which follows directly from (22)). As the contemporaneous restrictions are deterministic, these do not influence the result. The part related to (Ip [otimes ] C(1)) can only be checked manually.
The derivation of the partial derivative of C(1) with respect to γ will be split into the derivatives with respect to Γi on the one hand and with respect to α on the other.6
If some elements of the α-matrix are restricted, this partial derivative has to be multiplied by the partial derivative of the unrestricted α-matrix with respect to the freely estimated parameters of α.
which completes the proof of the derivatives. █
For the asymptotic distribution to hold, all derivatives have to be continuous, and none of the rows of [D1,i + D3,i,D2,i] is allowed to be zero. The continuity does not pose any problem here. With respect to the nonzero condition on the derivatives, there probably exist parameter values for which this condition is not fulfilled. Given the complexity of the models considered, however, and the fact that all parameters in a row of [D1,i + D3,i,D2,i] have to be zero for the distribution to become degenerate, the practical problem of this assumption is not likely to be severe.
In this paper, the asymptotic distribution of the impulse response functions subject to long-run restrictions is derived. This asymptotic distribution resembles the one for structural models without long-run restrictions, but a correction is needed, measuring the influence of the stochastic nature of long-run identifying restrictions. The impact of the correction is crucial (see Vlaar, 1998). At short horizons, the corrected confidence intervals of impulse response functions turn out to be much wider than the uncorrected ones. In the long run, on the other hand, the corrected confidence intervals for the impulse response functions with long-run restrictions go to zero, whereas the uncorrected bands do not.
The structural model used can easily be estimated in a two-step procedure, where the reduced form model parameters serve as input for the structural parameters. For just-identified structural models this two-step procedure is consistent and also efficient, as the reduced form parameters are not restricted by the structure imposed in the second step. For overidentified structural models, the procedure is still consistent, although more efficient parameters can be derived then by estimating all stochastic model parameters together, conditional on the (possibly estimated) β-matrix for the cointegrating relations.
The proposed model structure is very general in the sense that all identification schemes that can be expressed as linear restrictions on the contemporaneous or long-run impact of the structural shocks are allowed for. See, for instance, Vlaar (2004) and Hubrich and Vlaar (2004) for applications on monetary transmission in, respectively, the Euro zone and Germany using five variable systems.