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An approximate payoff matrix is shown below.
The glassy matrix is shown to form viscoelastic ligaments.
The interactor matrix is shown to be a useful tool for multivariable controller design.
Pull-out behaviour from concrete matrix is shown to be slip softening and sensitive to loading rate and embedment length.
The equilibrium matrix is shown to correspond to the geometrical stiffness matrix in the conventional finite element formulation.
For low frequencies the scattering matrix is shown to be a pseudodifferential operator with frequency dependent domain.
The rotated factor matrix is shown in Table 2.
The forced-choice confusion matrix is shown in Table 6.
The resulting matrix is shown in Table 11.
The confusion matrix is shown in Table 5.
The normalized decision matrix is shown in Table 5.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com