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stone cladding, large chimneys, and masonry parapets above a certain height should be subject to seismic review in all cases. Based on the limited risk of a seismic event in most of the United States, it is in the best interest of the public, the construction industry, and architectural and engineering professions, to limit the complexity of the seismic code and its application to existing buildings. When California and Hawaii are excluded, we have suffered a total of 261 deaths from earthquakes in 245 years. More structural engineers in the United States will die from heart attacks due to stress caused, in part, by an effort to implement a complicated seismic code than all of the earthquake victims combined.



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(5.2.4)

(5.2.5)

(1 - UjG0)

(5.2.6)

and is the scattering operator for particle j in the absence of other particles. It is assumed that the single-particle scattering properties and its transition operator are known. Premultiplying (5.2.5) by U j gives (5.2.7) Thus

(5.2.8)

FIGURE 1.10 A price breakout with accompanying high volume is an excellent predictor of future upward movement.

(5.2.9)

Putting (5.2.9) in (5.2.3) and (5.2.4) gives the Foldy-Lax multiple scattering equations in operator form

(5.2.10)





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In the movie Brazil, Robert De Niro s character, Harry Tuttle, is a heating engineer illegally providing mechanical repairs outside the government s inept Central Services branch. When Sam Lowery questions why he chose to work outside the system, Harry Tuttle replies that he couldn t stand the paperwork . . . you can t make a move without a form. Get in, get out, travel light . . . a man alone . . . is his philosophy as he provides much-needed emergency repair services, which are considered by the government to be sabotage. As we dictate methodologies in our building codes in an effort to ensure uniformity in approach, do we sti e creativity Do we remove humanity from the design process as mandated design is implemented Are mandated design methods an attempt by some in the design community to ensure that designers conform to a certain analysis-based ideal In the future, will we have to depend on the Harry Tuttles, working outside of the system, to keep the system running

(5.2.11)

We can apply the source state to the right-hand side of (5.2.10). Let (5.2.12) be the electric field, let (5.2.13) be the incident field, and let

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IEj ) = GjlJ)

(5.2.14)

L GoTdE~x)

(5.2.15)

shoulder, you might conclude that this is going to complete as a head and shoulders pattern, and you might as well get in now and enjoy the extra pro ts that exist between the current price and the neckline. Or you might see a saucer formation which is getting very close to breaking out, and you gure you might as well get a better price on the stock by not waiting for the breakout, since sometimes breakouts can rapidly push the stock up to much riskier levels. It s important not to fall into this trap. Not all patterns that complete themselves perform as they are supposed to perform, and the chances for success are even lower if the pattern doesn t really nish forming. It s critically important that you wait for a pattern to complete instead of trading off emerging patterns. A good example of this is shown in Figure 1.11. This stock was forming a very nice inverted head and shoulders pattern for nearly a year. The horizontal line indicates the neckline which, had prices pushed above it, would have been an important measuring tool for the pattern. However, about three-quarters of the way across the chart, you can see that the price stalled at about $25 and it could not gather up the energy to make a run for the neckline. Instead, the price started sinking away, made a imsy effort to recover, and then started sinking hard. Had

IE;x) = IE inc ) + Go LTdE~x)

(5.2.16)

The greatest legal implication of using simpli ed engineering methods is the potential needed to defend our designs should they be challenged for whatever reason. Unfortunately, modern-day structural engineering is so complex that it is very easy for a sharp attorney armed with the testimony of expert witnesses to prove negligence.

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