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The coherent and incoherent bistatic reflection coefficients derived from the Kirchhoff-approximated diffraction integrals in (2.1.93) can be used to calculate the emissivity of the rough surface. In terms of the coherent and incoherent reflectivity functions, the emissivity is given by (2.1.158) where, for a obtain

This is a checkbox, not a button, but it has one simple function: to display the most recent values for each of the studies you have applied to the chart If this is checked, the most recent values for each study will appear in the upper left corner of each pane..



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(2.1.159) In the above equation, the dependence on the azimuthal angle of incidence cPi is dropped because the rough surface is isotropic and the results are independent of cPi. After substituting in the explicit expressions for the bistatic scattering coefficients from (2.1.93), carrying out the angular integration and assuming that C(p) = exp( _p2 /l2), we obtain (2.1.160)

where a = v, h, and (2.1.162) (2.1.163) and 10 and It are the zeroth- and first-order modified Bessel functions. We note that if the scattered field is used instead of the total field in the diffraction integral, then for a = v or h we have

ria (B i ) =

+ cos Bs)2]

B )2h(xm)

+(cosBs+cosBi)2

(Io(x m)- h~:m))}





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Does the client care whether the columns in a building frame are to be designed by computer considering bi-axial bending due to possible eccentricity, or merely selected from a handbook Discussion of simpli ed engineering with owners, clients, and non-engineering professionals is risky. The decision of whether to simplify a portion of the analysis should be left to the engineer of record. Discussion with nonengineering professionals of simpli ed engineering may lead them to think that engineering design is simple or that it can be simpli ed. The client s natural conclusion would be that they should expect a quick turnaround for a reduced fee.

(2.1.164)

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Add Pane. This adds a blank pane to your chart. The purpose of a pane is to put studies within it. You probably will not need to use this button very often, because when you add a study to a chart, it is given a new pane for itself anyway. Save Study Set. Clicking this button lets you preserve all the studies and their settings into a study set which you can later access by just double-clicking the name of the study set. OK. This accepts all the changes you have made and closes the editor.

The difference between the incoherent reflectivities obtained using the total and the scattered field in the diffraction integral is due to the approximation made on the integrand F(a, 13). The emissivity may also be calculated in terms of the bistatic transmission coefficients from medium 1 to medium 0, 1 ea (Bi,<Pi)=-4

1r 2 /

b=v,

1d<pn~b'(Bi,<Pi;Bl,<Pl)

(2.1.165)

We next extend the results of the Kirchhoff approximation up to the second order in slope. The scattered field is

Es(r) =ls,dS' {iWftoG(r, 1") . nx H(r')+ \l x G(r, 1") . nX E(r')}

(2.1.166)

In American structural engineering, analysis as we know it today grew out of the work of many engineers practicing in the rst half of the nineteenth century. They attempted to determine accurate methods of analysis to solve problems that had previously been solved using rules of thumb. Rigorous mathematical methods of analyzing the forces and stresses in framed structures, such as bridges, were unknown until the 1840s. Structural engineers Squire Whipple and Herman Haupt independently developed mathematical truss design methods. In 1842, Haupt produced a small pamphlet, Hints on Bridge Construction by an Engineer. Whipple is credited with developing the scienti c basis of bridge design in the United States with his 1847 publication, A Work on Bridge Building. In 1851, Haupt produced his major work, General Theory of Bridge Construction. Earlier bridge builders such as Timothy Palmer, Theodore Burr, Lewis Wernwag, and Ithiel Town very likely used various methods to determine stresses and strains. It is not now known whether their methods of proportioning members were based on mathematics or rules of thumb. However, in 1820, Town advertised his patent for the plank lattice truss by inviting potential investors to examine the model and the mathematics.

dS' {iwftoG(r, 1") . n X Hi(r')

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