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4K" " " -/-l-d + 2Kiz + 2Ksz 2K.~z + 2K;~ lid -(:-2-K--:'-:-''----=-2-K-:---,')-(:-::2-=K"""::-'-2-K-'-'.,-) + 2Z + sz /-Ld /-ld (8.2.29) By using the relations of (8.2.19) and (8.2.20) and integrating the expression in (8.2.29), we have n51fl 4A 2= L r2

L2 = (

(8.2.30)

The sum of the first two ladder terms L1 and L 2 is identical to the result of a second iteration of the radiative-transfer equation for a half-space of point particles. The second-order cyclical term C2 is, on making use of the expressions of Tj and Tl from (8.2.15),



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Methods may consist of destructive or nondestructive testing of component materials or load tests of structural members such as beams or assemblies such as trusses It will likely be necessary to adapt current testing methods for eld use on historic structures Accurate eld measurements are essential in de ning the structure and its condition Surveying methods have been successfully utilized in determining the stiffness of de ected beams and trusses A topographic plan of the oor surface of a historic structure will yield a useful visual representation of an irregular oor if the contour interval is small Irregular oors in a historic structure could be caused by movement in the supporting soils, timber decay or shrinkage, or de ection of structural components The ability to interpret the response of a structure to background vibrations and induced vibrations has made vibratory testing a valuable historic preservation tool.





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M[(47f)4IfI 4G 01m (r, rj)G l1m (rj, rl)'ljJm(rz) (8.2.31)

below that moving average. If you don t have time to update your stops regularly, this is a nice compromise, since it automates the act and ensures that you can lock in some pro ts. The only trouble is that trailing stops aren t really based on the pattern per se, since they are little more than a raw moving average based on recent price activity. But they are certainly better than leaving your initial xed stop price in place forever.

. G;hm(r, rl)Gi1m(rl, rj)'l/J:n(rj)

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Comparing (8.2.24) and (8.2.31), we note the difference between the secondorder ladder term and the second-order cyclical term. In the second-order cyclical term C 2, the argument of 'ljJ m is rl and the argument of 'lfJ:n is rj. Also C Olm and C Olm have different scatterer arguments rj and rl, respectively. These different arguments are due to the cyclical arrangement of the scatterers. Although the integrand for L2 contains no phase terms, the integrand for C2 contains a phase dependence that results from this cyclical arrangement of the scatterers. If we use the expressions of Calm and CUm and make the substitutions, we have 2K ~ iK.r,-iK*.r ,} (8.2.32) C = n~1f14 A dZA ur d e- "T,/ e -iK ,.r+iK* .1', e '

Let K s and K i denote the real parts of K s and K i , respectively. Then "" C2 = n51fl4AJ dZA J drd exp(-2K"rd) xexp(-iKd'Td)exp[2(Kiz+Ksz)ZAJ 2 2 r r

-1-1

(8.2.33)

where K d = K:

+ K:

= (Ki~;

X-ray, liquid penetrant, nuclear particle density meters, and ultrasonic techniques are being used to evaluate various construction materials The correct interpretation of masonry cracks may yield accurate information regarding the location and amounts of settlement or thermal movement Monitoring such cracks is possible with telltales such as glass slides epoxied to the wall surface on each side of a ssure Even slight movement can be detected by using such a strategy Accurate monitoring of cracks is possible with calibrated telltales accurate to within one millimeter and electronic strain gauges Load testing a historic structure may be the only reasonable way to justify conditions or materials that are dif cult to analyze In designing a load test, the engineer must call for the application of realistic loads carefully applied Great care should be taken before applying twice the design live load, as required by many building codes, to a historic structure.

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