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From their description of the twinned morphology, the twinning elements are determined as K1; (101), n1; ( left[10overline{1}right] ), K2; (100), n2; [001] with a twinning shear of 0.353.
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The atomic ratio of the four elements was determined as Cu Fe:Sn:S = 26.7 12.4 12.4 48.5 (Fig. 5) with the chemical composition Cu2.15FeSnS3.91, very close to stoichiometry 2 1 1 4.
With f representing the demand frequency factor for distinguishing between low, medium and high demand frequency, the average number of generated demand elements is determined as n(f) = N/f giving a total of n(1) = 3840, n(3) = 1280, and n(7) = 549 demand elements on average generated in the three demand frequency scenarios with f = 1, 3, and 7, respectively.
With f representing the demand frequency factor for distinguishing between low, medium and high demand frequency, the average number of generated demand elements is determined as n(f) = N/f giving a total of n(1) = 3840, n(3) = 1280, and n(7) = 549 demand elements on average generated in the three demand frequency scenarios with f = 1, 3, and 7, respectively. .
Binding of nuclear protein complexes to the κB or Egr-1 cognate elements was determined as previously described [ 10, 12].
The steel concrete interface was idealized by a number of interface elements and the properties of interface element were determined as the results of push-out tests.
Some elements are an exception to this: these scenario elements are determined by expert estimations.
X-values were determined as above.
The relative quantity was determined as following.
The thresholds were determined as above.
The tuning includes three steps (TS): TS1: a set of regularization parameter candidates are determined : α 1, α 2, … α I. To cover large range with few elements, typically the candidates are determined as the elements of a geometric series, i.e. α n = α 0· q n for n =1… I, where α 0>0 and 0< q <1.
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