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The procedures of load factor design in timber were developed over a period of 10 years based on 20 years of research. In 1996, the American Forest & Paper Association published the rst Load and Resistance Factor Design (LRFD) manual. This concept is most appropriate for application to timber design because of the long history of the concept of Live Load Duration. Early timber research found that timber reacts quite well to short applications of load. The duration of load was found to be as critical as the magnitude of the load. Presumably, this sensitivity to the duration of load is a result of the natural composition of timber, which consists of a tightly bound bundle of cells that tend to stretch or elongate with time. The larger and more constant the load, the more stretching of bers occurs. The effects of this creep can be seen in many timber structures through excessive de ection. For short durations of load, such as impact, allowable design values are substantially increased. Research into this time-versus-stress relationship is of paramount importance. Only through evaluating historic timber structures can we solve this



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(1) =

(2.1.76)

[-~kJzh2] sinc(kdxL x ) sinc(kdyLy)

(2.1.77)

where sinc x = sin x/x and 2L x and 2L y are the lengths of rough surface illuminated in the :1;- and y-directions, respectively, so that (2.1.78) By allowing Lx and L y to approach infinity in the above expression, we obtain





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One study, which is somewhat like Bollinger Bands in its application, is the Linear Regression Channel. There is actually a variety of Linear Regression studies, but they all are based on the same principle: a trendline is laid down which corresponds to an equilibrium in price. That is, a line is drawn that is the best t based on past price activity. Two other lines are then laid down one above and one below that are the same distance from the equilibrium line and whose distance is based on past price volatility. What this results in is a channel with an upper half and a lower half. Some Linear Regression studies have straight lines, and others are curved. Figure 5.15 shows one style of Linear Regression Channel with curved lines. The prices are generally bound by the lines, bouncing between the upper and lower boundaries and hugging the center line. As the area with the rounded rectangle illustrates, the prices sometimes do go outside their boundaries. These extremes are usually corrected, however, which means that these outlier prices can be viewed as special buying or selling opportunities. While the prior gure showed price action that had dipped beneath the lower boundary, Figure 5.16 shows a stock whose upward movement

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1(1)1 2 = 47f 2 Ao exp [-kJ zh 2 ] J(kdx)J(kdy)

L:r; ,L y --7 (X)

(2.1.79)

FIGURE 1-2 The entrance gates for Camden (Railroad) Yards in Charleston, South Carolina, were restored and the stucco was renewed.

Lx ~y sinc(kdxLx) sinc(kdyL y ) = J(k dx ) J(k dy )

(2.1.80)

(II*) =

dr'l-eik,u.(r-L-r'.c)(eikdZ(J(T-L)-f(r'.c)))

(2.1.81)

FIGURE 5.15 A linear regression study will typically keep a boundary on prices, but sometimes price movement is so extreme it goes outside the lines.

Using (2.1.73) and making the usual change of variables to the difference and the average of coordinates, we obtain 2LX j2Ly (11*) = j -2L dx -2L dy (2L x - I x l)(2L y - Iyl) y x

+ikdyy)exP[-k~z0"2(1- C(p))]

(2.1.82)

The use of grinders, sandblasting, sanding discs, or other abrasives normally are not permitted in the cleaning of brick. Irrevocable damage has been done to historic masonry by abrasive cleaning. For example, removal of the outer surface of old brick may expose the more porous inner portion of the brick, which may lead to spalling due to moisture penetration and subsequent freezing.

f: f:

2 2 dy{ex p [-h kJz(1-C(p))] -ex p [-h kJzJ} (2.1.83)

We expand the integrand of (2.1.83) in a Taylor series 00 (h 2 k 2 )m Dr = A o exp(-h 2kJz) dr-l d; Cm(p)exp(ikd-l'T-l) ,n=l m. k 2m = 47r 2 A oexp(-h 2 kJJ ~w(m)(lkd-ll) (2.1.84) m.

In a similar manner, the expressions for l(It)1 2 and Dr, may be derived. They are (2.1.85) and (2.1.86) where

ktd = k i - k t = ktdxx + ktdyY + ktdzZ (2.1.87) The bistatic scattering coefficients for the reflected intensities are r ~ ~ 41TT 2 (8r )b 'Yba(ks, k i ) = A 0,(8 ) (a, b = v, h) (2.1.88) o cos 1 0 a From (2.1.54) and (2.1.67) we calculate the vertically and horizontally polarized coherent and incoherent scattered intensities for the cases of vertically and horizontally polarized incident fields. Let

(2.1.89)

was so swift and strong that it moved above its upper boundary. Events like this can sometimes be exploited for quick trading pro ts, since the stock has moved to an extreme level based on its past price behavior.

Fh(O, O) = cosOihi(l - Rho)

Fv(O,O)

(z x hi)) (1

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