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Dynamic Load Monitoring 141<br />

small singular values, i.e. the values below the threshold level defined by the expected relative<br />

measurement accuracy δ ≥ 0 (see References [21], [31] and [32]). In this way the modified<br />

diagonal and system matrices Σ δ , D fδ are obtained and Equation (47) takes the following<br />

regularized <strong>for</strong>m<br />

D fδ = U Σ δ V T<br />

Note that with δ = 0 all singular values are preserved: Df0 = Df .<br />

denote the two matrices<br />

δ , where the number of columns of V1 equals<br />

the number of positive singular values of Dfδ , i.e. the number of positive diagonal values of<br />

are mutually orthonormal vectors,<br />

Let F be the linear space of all possible loadings f. Let Vδ 1 and Vδ 2<br />

composing together the matrix V = Vδ 1<br />

Vδ 2<br />

Σ δ . The matrix V is unitary; thus the columns of Vδ 1 and Vδ 2<br />

constitute an orthonormal basis in F and hence span two orthogonal and complementary linear<br />

subspaces Fδ 1 and Fδ 2 :<br />

Due to Equation (48), F δ 2 = ker Dfδ , i.e.<br />

(48)<br />

F = F δ 1 × Fδ 2 , Fδ 1 = span Vδ 1 , Fδ 2 = span Vδ 2 (49)<br />

D fδ V δ 2<br />

= 0 (50)<br />

and hence the regularized system transfer matrix Dfδ is a linear measurement operator, which<br />

effectively: (1) trans<strong>for</strong>ms F orthonormally, (2) projects it on to Fδ 1 , losing a part of the load<br />

in<strong>for</strong>mation, (3) rescales along the basis directions by Σ δ and finally (4) trans<strong>for</strong>ms again<br />

orthonormally via U. There<strong>for</strong>e, with respect to Dfδ , Fδ 1 is the reconstructible subspace and Fδ 2<br />

is the unreconstructible subspace of F. In other words, given the relative measurement accuracy<br />

δ ≥ 0, each load f can be uniquely decomposed into a sum of two orthogonal components:<br />

f = VVTf = Vδ 1Vδ T δ<br />

1 f + V2Vδ T<br />

2 f<br />

= Vδ 1 m1 + Vδ 2 m2 = fδ R + Vδ 2 m2<br />

where the first component fδ R = Vδ 1Vδ T δ<br />

1 f = V1 m1 is a linear combination of the columns of<br />

Vδ 1 , and hence fully reconstructible from the noisy measurements εM = Dff, while the second<br />

component Vδ 2 m2 is a linear combination of the columns of Vδ 2 , and hence unreconstructible,<br />

since all respective in<strong>for</strong>mation is lost in the noisy measurement process represented by the<br />

linear operator D fδ (due to Equation (50) D fδ V fδ<br />

2 m2 = 0) and thus not retained in the noisy<br />

measurements above the required relative degree of accuracy δ ≥ 0.<br />

Reconstructible Load Component<br />

Given the noisy measurements εM and the regularized system matrix Dfδ , the unique corresponding<br />

reconstructible load component fδ R = Vδ 1mδ 1 can be found either<br />

directly by the standard pseudoinverse matrix D fδ + of the regularized system matrix D fδ ,<br />

f δ R = Dfδ+ ε M = V Σ δ+ U T ε M<br />

(51)<br />

(52)

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