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Many steeples bear on the endwall of the church with two supports and with two supports on the rst interior roof truss In many cases the two interior posts may pass through a balcony structure Endwalls may be timber frames or masonry walls No matter what the con guration, wind and seismic forces should be applied in the transverse direction across the ridge and in the longitudinal direction parallel to the ridge Many steeples lean towards the nave in situations where support is shared between an endwall and a less stiff roof truss Even with a rigid support of timber posts and balcony or narthex wall framing, a steeple will lean if the endwall support is a non-yielding masonry wall In these cases, a small amount of shrinkage across the grain in several large timber plates can cause a dramatic lean in a tall steeple towards the nave.



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(2.1.137) Similarly, making use of (2.1.130) and (2.1.131), the transmissivities for the vertical and horizontal polarizations are found to be

(2.1.140a) (2.1.140b)





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with nt = kt/k. Conservation of energy relations should also exist for the reflectivity and transmissivity functions. However, as pointed out before, because the shadowing and multiple scattering effects are ignored in Kirchhoff approximation, conservation of energy is not obeyed. To investigate the conservation of energy, we define (2.1.141) with a = v, h. In Fig. 2.1.3, boh(Bi) and bov(Bi ) are plotted as a function of incident angle. We see that energy loss becomes severe as incident angle increases. However, as incident angle is further increased, the trend reverses and the sum of reflected and transmitted energy becomes greater than unity. Near the normal angle of incidence there is little shadowing and most of the rough surface is illuminated. Therefore, since we only have the single scattering solution and have ignored multiple scattering, there is loss of energy. At higher angle of incidence, the multiple scattering solutions are still left out. However, the shadowing effect that is neglected becomes important. The single scattering solution overestimates scattered energy as incident angle is increased. We shall modify the bistatic scattering coefficients to include the effect of shadowing and show that, in doing so, the sum of reflected and transmitted energy is always less than unity.

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The bistatic reflection coefficients are first considered. The diffraction integral for the reflected field, (2.1.54a), is modified with the addition of an illumination function L(ki1 kS1 r'), as follows: (2.1.142) where L(ki , ks, r') = 1 if a ray having a direction ki is not intersected by the surface and illuminates the point r' and if the line drawn from the point r' in the direction ks does not strike the surface, and L(ki, ks, r') = 0 otherwise. The above integral is evaluated by the method of stationary phase. The scattered intensity is, from (2.1.107) and (2.1.108),

2 * = (IEsl 2) = k21Eol21 (I - ksk s) . F(O:01 /30) 1 (II) 2 2

A A _

(2.1.143)

FIGURE 5.28 The RSI is easiest to use on broad, more gradual movements,

(II*)

For ease of analysis the timber frame of a steeple may be reduced to its primary and secondary framing Rigidity may depend on x-braces, or up or down braces, or knee braces A preliminary analysis will reveal whether the braces are resisting tension or compression forces If the computed tension is high, with the ability of the connection to resist tension insuf cient, all such tension members should be deleted and the program run again The computer model must account for continuity or discontinuity through joints For steeples.

ks, r~) eikdz(f(r1-)-f(f~)))

(2.1.144)

The above integral is solved by the asymptotic method as in (2.1.109)

--+ 00,

L (k i , ks, r1-)

(2.1.145)

Hence, we obtain the following expression analogous to (2.1.115).

dL p(o, (3, L)

How to invoke an individual technical study. Moving averages, RSI, MACD, Bollinger Bands, the Ribbon Study, the Linear Regression Channel, and PSAR studies. In the next chapter you will learn how to edit the parameters of studies for more control and how to combine studies into Study Sets.

L 2 (k i , ks, r1-) (2.1.146)

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