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uninterrupted. A very clear series of lower lows and lower highs was laid out after the H&S was complete. An even more extreme example of the H&S s ability to withstand neckline violations in shown with Figure 12.10. On the left side of this chart you can see the H&S, the initial breakdown, the retracement, and the subsequent fall in price. In itself, this would have been quite a nice trade. The stock strengthened quite a bit over the subsequent months, and it spent a couple of months above the neckline price (by this time, the H&S pattern was no longer meaningful for a trade). Over the long haul, the stock fell far more in price than it did after the initial H&S completion, showing that the reversal in price took a while to play out and was not without its complications (namely, the price moving above the neckline for a protracted period). As with many technical patterns, the H&S demands a certain amount of judgment on your part since perfect patterns are rare. They are also much easier to detect in retrospect. Authentidate Holding Corp., whose stock is shown in Figure 12.11, is an outstanding example of an H&S. It has all the required elements: a huge run-up in price from



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(1.1.68)

.[IM (k-L, k~)12+Me(k-L, k~)M:(k-L, -k~ +kn +k-L)]}





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proper preservation philosophy requires that repairs to timberframe structures respect the work of the original framer. Through observation, measurement, testing, and analysis the structural engineer must select and design a repair that is appropriate to the task. It is often the structural engineer who makes the decision to repair or replace. Sometimes that decision is a response to the desires of the architect working in concert with the owner or a requirement of the contract, based on state or federal funds, or based on a particular grant, or the necessity to obtain tax credits for historic preservation. How the design is communicated to owner, architect, and general contractor often determines whether a project is successful. It is important to persuade stakeholders that craftpersons with speci c skills are required, as well as materials that may not be readily available. Suggestions for temporary shoring and bracing, must be transmitted to those doing the work when such bracing has structural implications. Speci c solutions involving traditional connections and materials must be thoroughly detailed and speci ed.

- k'-1 )W(k'-1 - k LL )

. [IMh(k-1' k~)12+Mh(k-1,

k~)Mh(k-1, -k~ +ku +k-1)] } (1.1.69)

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For horizontal incident polarization, Me = M ee and Mh = Mhe' For vertical incident polarization, Me = Meh and Mh = Mhh.

In this section we extend the method of Section 1 to the case of a dielectric rough surface. Let fl denote the permittivity of the lower half space (Fig. 1.2.1). The geometrical configuration of the rough surface is as de-scribed in Section 1. We shall derive the zeroth-order, the first-order, and the second-order bistatic scattering amplitudes. Consider an incident plane wave E i = eiexp(iku' r-1

ikizz)

(1.2.1)

FIGURE 12.10 The price of this stock moved above the neckline but ultimately fell far below the original price target.

From Huygens' principle and the extinction theorem for the field E(r) in region 0 and the transmitted field E 1 (r) in the dielectric medium, we obtain

Structural Investigation of Historic Buildings: A Case Study Guide to Preservation Technology for Buildings, Bridges, Towers, and Mills. David. C. Fischetti 2009 John Wiley & Sons, Inc.

Ei(r)

dS' {iwf-loG(r, r') . [n x H(r')]

= { E(r)

+ \7

x G(r, r') . [n x E(r')]}

z> 1(r-1) z < 1(r-1)

(1.2.2a) (1.2.2b)

FIGURE 12.11 This pattern shows the right shoulder much lower than the left shoulder, which lends credence to this H&S pattern.

+ \7

E1(r')J}

My preservation philosophy starts with structural safety and stability, with the realization that providing a structurally safe building may be independent of satisfying building code requirements. Second, repairs should be in the same fashion as the original construction as much as possible. If traditional methods will not provide adequate strength, then reinforcing may require other technologies in order to preserve the maximum amount of historic fabric. Timber structures should be rehabilitated as timber structures. Reinforcing and repairs should deal directly with the inadequacies in a way that would be easily understood by the original builder.

(1.2.3a) (1.2.3b)

E1(r)

z > f(r 1-) z<f(r1-)

where S' denotes the rough surface in which the surface integration is to be carried out, nand nd are the unit vectors normal to the rough surface and pointing into the free space and the dielectric medium, respectively, and G(r, r') and G1(r, r') are the respective dyadic Green's functions for free space and the homogeneous dielectric of region 1. Since tangential electric and magnetic fields are continuous, we can define surface field unknowns as follows dS'T]n X H(r') = dr~a(r~tJ = dS'T]n X H1(r') dS' n x E(r') = dr'1- b(r~) = dS' n x E1(r')

(1.2.4a) (1.2.4b)

Next we make use of the integral representation of dyadic Green's function as given in 2 of Volume 1. For z < f(r~) we have G(r, r') =

~ k') [2 + (~) '] +47rn Tt l (~ - Mn) ~ 0(6.1.55)

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