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Hence, to the second order in cumulants we have (exp(A(x, k x )))

2 ) ;

(A )

(2.2.34)

(A(x)) = (y(2)(X)) _ (y(1)(x))2)



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If you decide to edit a study set later, you can do so from within the technical studies editor. Just click on the name of the study set in the My Study Sets tab, and the de nition of that set will appear on the right side (Figure 6.20) for you to examine or modify. After you have created your study set, you can apply it by choosing it from the Studies menu or by double-clicking it from the My Studies module (Figure 6.21). Generally speaking, the more you use ProphetCharts, the more customized it becomes, and the study sets are one important aspect of this customization.

(2.2.35)

(A 2) = -k;{f2(x)) + (y(1) (x))2) - 2ikz {f(x)y(1) (x)) (2.2.36)

(A) + (A2) ; (A)2 = (y(2)(x)) _ k~{f~(x)) _ ikz {f(x)y(1) (x))





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Only through specialized knowledge and experience can structural engineers make the judgments needed to properly evaluate historic timber structures. The engineer must be convinced that the structural model in the computer is an accurate representation of actual conditions. Once that is clear, the application of rigorous analysis, testing, and engineering judgment may be necessary to explain why the historic timber structure in question has performed adequately for many years.

From (2.2.19) and taking the average we get (2.2.37)

(y(2)(x)) = (f(x)y(1)(x)) =

Thus (exp(A(x, k x )))

= N(k x ) = exp ( - k;;2

i: i: i:

FIGURE 6.21 Whatever study sets you have created in the technical studies editor will also show up alphabetically in the My Study Sets module.

- kiZk:)

(2.2.38) (2.2.39)

dk~( -ik~)W(kix - k~)

dk~W(k~ -

Tabby: Engineering Characteristics of a Vernacular Construction Material*

+ k z)

kix) (kJz - kizk: - kzk:)) kiX)k:) (2.2.40)

dk~W(k~ -

J~oo dkxW(k x ) = h 2. From (2.2.28) and (2.2.40) we get a Dirac delta function for (T)

(T(k x , kix ))

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The convenience of being able to simply choose a study set and have all the customized studies applied instantly (Figure 6.22) will allow you to focus more on your trading decisions instead of the adjustment of menus and numbers. Once again, the Show Last Values checkbox was checked in the creation of the study set in Figure 6.22, so the most recent values of every study appear at the top-left of every pane. Figure 6.23 shows the detail from the prior chart, illustrating how the precise value (in this case, from the 15-day moving average) is provided just beneath the data line.

= - ~: N(kx )6(kx -

kix )

(2.2.41)

abby, like historic brick masonry, receives little attention among the general public, as well as within the construction industry. At the present time, research funds for construction-related topics involving coastal issues ow toward wind design, exterior insulation systems, and the geophysical interaction of wind and ocean on shoreline development. In general, historic materials research takes a back seat to other structural engineering endeavors. A discussion of tabby as a construction material must always begin with a de nition or a description, because it is unknown to most people in the construction industry. Tabby is an early cast-in-place construction material consisting of sand, lime (from shells and wood ash), and water. Tabby can be considered a lime-based concrete, unreinforced, with shell and shell fragments serving as the coarse aggregate.

(2.2.42)

Thus the phase perturbation theory gives a coherent reflectivity that is different from that of Kirchhoff approximation. Note that the exponent of (2.2.42) can be complex due to the contribution of evanescent waves. To further compare the phase perturbation theory and the Kirchhoff approximation, one can assume that kl 1 so that (kix - kx ) is sharply peaked at k x - kix ' Then we can make a Taylor expansion of the k z term about k iz ' We get

(2.2.43a)

(2.2.43b)

Because of the second term in the parentheses of (2.2.43b) the coherent wave as predicted by phase perturbation theory decays less fast than that of Kirchhoff approximation. To calculate the incoherent bistatic scattering cross section, we have

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