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Residential structures constructed in the United States today are an example of simpli ed engineering. The great majority of residential structures are not engineered, but built to minimum code standards that are based on standard tables developed for timber and masonry elements. The standard tables are often the results of empirical data derived from observing the behavior of structures over time. As a result of Hurricane Andrew, we have complicated our codes with various wind-load factors and unrealistic loading conditions in order to prevent future damage from a similar storm as if a de ciency in the code were the problem. Studies have shown that the code in South Florida was more than adequate, if followed, to produce buildings constructed well enough to resist wind forces generated by Hurricane Andrew. The obvious de ciency was in the execution of the design by the building contractors. Endwalls of gable-roofed buildings were pushed in by high wind forces because of the absence of endwall bracing required by code. Roof trusses lacked suf cient tiedowns in spite of code requirements. In many damaged buildings, plywood sheathing was insuf ciently attached and blocked to resist uplift and shear forces due to wind. The conclusion of the 1992 American Plywood Association report, no. T92-21, is not that we need to change the design requirements, but that a more thorough inspection is required during the construction phase to ensure that fasteners are installed as speci ed:



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and II is the TM specific intensity and I2 is the TE specific intensity. Also in (7.6.1) we have C = K bK,2/(>,2k 2), and

P ='

(0 ()')

[Pll((), ()',) P21 (0,0)

(763) . . (7.6.4) (7.6.5) (7.6.6) (7.6.7)

Pll ((), ()') = 2sin 2 () sin 2 ()' P12 ((), ()') = cos 2 () P2I ((), ()') = cos 2 ()'

one shares a similar panic price. But from a chartist s perspective, a slightly angled line (either upward or downward) is acceptable.

+ cos 2 () cos 2 ()'

P22 ((), ()')

Within a week after Hurricane Andrew battered the southern Florida region on August 24, 1992, American Plywood Association technical and eld promotion staff visited the region to inspect damaged and evaluate structural performance of residential and low-rise commercial structures.

= p(ri)p(rjlri)p(r],r2,'"

,fi, ... ,fj, ... ,rNlri,rj)

(5.3.1)





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where the' indicates that the term is absent. In (5.3.1), P(ri) is the probability density function of finding particle i at ri and p(rj Ird is the conditional probability of finding the jth particle at rj given the ith particle at rio The states of the particles S], S2, ... , SN can also be introduced. The state of the particle can indicate its size and, in the case of the nonspherical particle, its size and orientation. The probability of the set of N particles located in the volume element M] M2 M N with their states in the region ds]ds2 dsN is given by p(r],r2, ,rN;Sl,S2, ... ,SN)M]M2 MNdsl dS 2 ... dsN, a quantity whose integral is normalized to unity. If the particles are uniformly distributed, the single particle probability density function is p(ri) = 1/V. We note that while the Green's function and the exciting field Green's functions G and G l , l = 1,2, ... , N, are functions of all the particles, T l is only a function of the lth particle. Taking a configurational average of (5.2.10) gives

E(TjGj )

(5.3.2)

E(TjG j ) =

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It can be very tempting, having seen the charts in this chapter that show subsequent explosions (or collapses) in price, to rush out and try to nd every saucer pattern and rounded top you can locate. Keep in mind that these charts are particularly good examples of such patterns, and it is absolutely not the case that a price will behave as it is supposed to behave once a particular pattern is completed. Let us examine some charts where just about everything seemed perfect with the chart, but the price action contradicted the prediction. It is important to see these examples to understand how the predictive power of patterns is limited and to understand what to watch out for so you don t hold onto a position that isn t working out the way you anticipated. Figure 9.31 provides an extraordinary example. Notice rst the basing action in the left three-quarters of the chart. The resistance line is very well de ned at $10, and when the price does push past this line, it explodes higher. Indeed, the stock rises almost twenty-fold, so savvy owners of this stock would indeed have bene ted from recognizing the saucer and the importance of moving above $10. However, the stock s rise was shortlived, and the price fell so hard and fast it even dipped brie y below $10

Ml ... MN ds] ... dSN p(r], ... ,rN; S], . .. , sN)TjG j Mj dSj T j p(rj; Sj)

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