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The seismic wave direction transformation procedure is presented below: (1) Determination of the horizontal seismic acceleration aHR (t) in the sliding direction of the landslide by means of the NS component aNS (t) and the EW component aEW (t) of the earthquake (Figure 12a), using Equation (1). a HR t = a NS 2 t + a EW 2 t cosδ (1) .
The cross-validation procedure is presented below.
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The detailed description of the procedure was presented below.
Thus, in order to be more precise, let me call hereafter the above procedure the 'LSP MDP Procedure.' The genuine Generalized MDP Procedure is presented below.
The step-by-step procedure for the μGA implementation proposed by Krishnakumar [41] is presented below: 1b.
The procedure for calculating the volume of sales by means of explanatory variables is presented below.
The genuine Generalized MDP Procedure is presented below.
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A counterexample is presented below.
This evidence is presented below.
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