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From (7.3.6), it follows that the covariance of the incoherent fields at rand r' comes from scattering at r1 and ri with r1 and r~ integrated over the entire lower half-space. The contributions of the integral come from summing up all the scattering from many scatterers over the lower half-space. Thus we need to identify constructive interference terms in the integrand of (7.3.6) that will accumulate over the integration region. For the terms that do not have constructive interference, they exhibit phase variations and will "average out" on integration in (7.3.6). Since the major contributions come from integration over ,many (wavelengths)3 of space and do not come from r close to rl nor r' close to ri, the singularity of the Green's dyadic can be neglected in (7.3.6). The function h sjs , (r) is only nonzero over a distance range of several particle diameters. Thus the function Q(ri - rl) is short-ranged.



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dT'W(I TI - TI; a) W(IT' - T21; a)W(IT - T'I; a)

+ ~21:ddTl:ddT'W(ITI -TI; a) W(IT'-T21; a)reT, T'; a)

'Yc(J1.s, <Ps; J1.i, <Pi) =

(8.3.25)

dr 1dr2dr 3 dr4C(1'l, 1'2; r3, r4) A cos Oi . C 01m (r, rd'l/)m(r2)C~lm(r,r3)'ljJ~(r4)

This will minimize the amount of vertical oor load transferred by the oor system to the existing walls by providing for cantilevers wherever possible Usually the use of a at-plate system eliminates the need for a re-rated ceiling or spray-on reproo ng The south wall of the Eagle Block Hotel in Newport, New Hampshire, had a considerable bow in it that had been reinforced early in its history by bolting.

(8.3.26) (8.3.27)

to be the deviation from the backscattering direction. Then 1 'Yc(J1.s, <Ps; J1.i, <Pi) = 4 A () jdr 1dr2A(r1, r2)e(K:~+K:'.)(ZI+Z2)e-iK,r(rl-r2) 7f cos i (8.3.28) Using (8.3.25) in (8.3.28), we have





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. e(K;~ +K:'.)(ZI +Z2) e -i(K;. - K:. )(Zl -Z2)

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(8.3.29)

Substituting (8.3.24) into (8.3.29) and noting that r(Tl, T2; a) is symmetric in Tl and T2, we have

1 1

+ re Tl, T2; a) ]

(8.3.30)

[:e (jL., - jLi)(Tj - T2)] e(1/j1,+I/j1.)(Tt+T2)/2

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two channels to the outside face of the wall. We described how the steel and concrete system could be used to pull the south wall into alignment so that the existing reinforcing channels could be removed. When the contractor priced this operation as an add alternate of $150,000, it was very quickly deleted from the project by the developer as too costly. In conclusion, the two-way at-plate system provides a structural system to accommodate the requirements of a modern building without the risk of working within an open masonry shell requiring considerable temporary bracing. This structural system will satisfy all oor live-load and re-separation requirements. The existing timber roof and attic framing systems can remain in place, as they did at the Eagle Block.

k [ .

. + sm ()s cos <Ps) 2

+ (sin 0i sin <Pi + sin ()s sin cPs) 2] 1/2

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