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with the characteristic wave horizontally polarized. Equation (5.3.25) can be expressed in the form of coupled differential equations for the coherent field along the propagation direction (Oi, 1Yi) = tI,

d(Ev )

+ M vv )(Ev ) + Mvh(Eh)

(5.3.31)

d(E h ) .

+ Mhh) (Eh)

(5.3.32)

with s as the distance along the direction of propagation. The coherent field equations of (5.3.21) and (5.3.22) were also derived in 3, Section 3 using the cascade of layers. 3.3 Quasi-crystalline Approximation (QCA)

FIGURE 9.37 The longer-term chart of AVB, as compared with Figure 9.36,



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The cable-stayed system allowed work to continue through the winter and the repairs to be made in a symmetrical manner that was important for a twospan continuous truss with very high tensile stresses in the top chord over the central pier.

The quasi-crystalline approximation (QCA) is a higher-order approximation than the effective field approximation. Truncation is made at the second stage of the hierarchy of equations. To impose the quasi-crystalline approximation, it is convenient to use the Q operator defined by (5.3.33) Qj = TjGjG o Then the Foldy-Lax multiple scattering equations of (5.2.10) and (5.2.11) assume the following form

_ ===-1

(5.3.34)

QI = T/

(5.3.35)

E(G) = Go + NG o E( Ej(Qj) )G o EI(QI) = T/

(5.3.36) (5.3.37)

+ (N -l)TIGoE/(Elj(Qj )

shows that the stock recovered quickly from its weakness and went on to a multihundred percent return.





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Under the quasi-crystalline approximation, it is assumed that (5.3.38)

As an added bonus, it allowed the contractor to pull up to 30 inches of camber into each span. This was important because there were reports that James Tasker was unhappy with the dead load de ection of the bridge, which appeared soon after construction. The sag in the spans of 12 and 14 inches were reversed providing the positive camber that the bridge never had. To assist the trusses, we installed large glued laminated timber double-cantilevered bolster beams under the bridge at the central pier.

E/(QI) = T/

+ (N -

l)T{G o E{ (Ej(Qj )

(5.3.39)

3.3 Qllilsi-Cl:ystalline Approximation (QCA)

Since T z = (1 - UZGo)-lU Z we have ,

+ UzGoEz(Qz) + (N -

(5.3.40)

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This chapter has given us two powerful tools for recognizing major turning points in a stock s direction: saucers (which establish a base from which a stock may launch itself higher) and rounded tops (which show the exhaustion of a stock s upward movement and provide an opportunity to sell the stock short). In the next chapter, we will example a more specialized form of a basing pattern known as a cup with handle.

Construction was completed in November 1989, and the bridge rededicated on December 8, 1989, with the governors of both states attending the ceremony. The problem of how to rehabilitate the Cornish-Windsor Covered Bridge became a question of compromise. The retro tted arch solution would have conserved a greater percentage of the historic fabric by supplementing the original lattice truss with reinforcing arches. The retro tted arches would have been an excellent structural solution because of their great rigidity. However, the laminated chord solution retains the original system as the primary structural element with a minimum of intervention, while requiring only the replacement of overstressed chord material with glued laminated timber. Because of the primary consideration of highway bridge safety, the glued laminated timber chord solution emerged as the most reliable and acceptable of all the solutions considered. Analysis indicated that the increased strength afforded by modern timber materials and connections was required to upgrade

After the conditional average is taken, Ez(Qz) is only a function of the ith particle. We shall illustrate for the case of identical particles. Taking (5.3.40) in momentum representation and using the translational property of U j give

(pIEz(Qz)lp')

=e-i(p-p').1',

Up(p,p")

e-i(p-p").1',

(- 1- )

. Go (p") (p"IEz(Qz) Ip')

. Go(p")(p"IEj(Qj)lp')

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