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First, Figure 2.1 shows an example of a stock which went from about six cents up to eight dollars, a huge 133-fold increase. Note that the chart is arithmetically scaled. Figure 2.2 shows the exact same stock in the same time period logarithmically (also called log ) scaled. What are some of the differences you see Generally speaking, the activity in 2002 and 2003 (when the stock was cheaper) is far more pronounced than in later years. On the arithmetic graph, 2002 and 2003 seem to be almost devoid of activity, whereas on the log graph, the stock is at its most dynamic. The reason for this is simple an arithmetic graph is constructed with the values of the y-axis (that is, the prices) equally spaced. The difference between 50 cents and $1.00 is the same as the difference between $10 and $10.50 or $100 and $100.50, for that matter. No matter what the price, the bars are scaled the same way. A log graph, however, represents percentage changes correctly. So if you took a ruler and measured the distance from 50 cents to $1.00, it would be the same as the distance between $100 and $200, because they are both movements of 100%. To be more direct about it, there is no reason you ever need to use an arithmetic graph when looking at a stock chart. It can badly misrepresent the movement of a nancial instrument (be it a stock, a future, or a mu-



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. { e(kiz )

(a~O) - k~z b~O))

t + b~O))

} (1.2.34)

E~O)

(1.2.35)

E~O)





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preserving those portions and features of the property which are signi cant to its historic, architectural, and cultural value. 3 Minimum alteration of the building, its environment, and its distinguishing architectural qualities are required for a project to qualify as a certi ed rehabilitation bene ting from the provisions of the tax act. Archeological resources must be protected, as well as signi cant historical, architectural, or cultural material. An understanding of the historical signi cance of a building must be obtained to enable the engineer to provide an acceptable solution to a particular design problem while following the secretary s standards. 3 The guidelines for applying the Interior Department s standards for rehabilitation recommend that the special problems inherent in the structural system of historic buildings, especially where there are visible signs of cracking, de ection, or failure be recognized.3 Stabilization and repair of weakened structural members and systems when damaged or inadequate are also recommended. Historically important structural members are to be replaced only when necessary. 3 The actual distribution of loads in a structure, similar to live load reduction factors for tributary area, can account for the continued service for heavily loaded members such as stair and replace headers, and summer beams, which may appear to the engineer to be grossly undersized. Many times, these members de ect beyond comfortable amounts. These excesses are often dismissed because this house is old. The failure rate of historic structures form sudden structural collapse is very small. Even when deterioration due to decay or termites is accounted for, the sudden collapse of an old timber structure is rarely reported. The reports usually involve accidents, such as collision of an automobile with a cast-iron column in the storefront of a commercial structure.

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{(I + Rho) [e(-kiz) . ei]e1(-k 1zi )

(1.2.36)

FIGURE 2.2 The log scale represents price movement in terms of percentage change, which is far more appropriate for analysis.

The zeroth order solution of (1.2.35) and (1.2.36) are just the reflected and transmitted fields for a flat surface.

We first calculate the first-order solution of the z-component of the surface fields A and Busing (1.2.24a) and (1.2.26b). Let

A~l)(kJ..) = iF(kJ.. - kiJ..)Az(kJ..) B~l)(kJ..) = iF(kJ.. - kiJ..)Bz(kJ..)

(1.2.37a) (1.2.37b)

Az(kJ..) = (kJ.. - kiJ..) . qia~O)

= -kpsin( <Pk -

By learning more about timber design, engineers will develop a preservation philosophy that demands rigorous analysis in order to justify doing nothing to a historic timber structure that has been performing satisfactorily for many years. Buildings that analysis, testing, and observation clearly indicate are unsafe should be reinforced in the most sensitive manner in an attempt to retain as much historic fabric as possible. Buildings that require extensive modi cation or reconstruction should be treated in a way that is in keeping with the original construction if possible, while ful lling safety requirements.

+ (kJ.. - kiJ..) . Pia~O) ( (0) <pi)aq + kpcos( <Pk - <pd -

(1.2.37c)

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