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A longer-term chart is provided by Owens Illinois (Figure 9.2), whose stock was forming a base from 1992 through 1996. Traders sometimes refer to this price action as hammering out a base, because there is a tug-of-war happening between buyers and sellers as they try to establish a fair price for the stock. This is a search for equilibrium or price discovery, since the market is working at discovering what the proper price is for the security. As this goes on especially over a period of years, such as with this example the stock amasses a larger and larger group of owners of the stock within a fairly narrow price range. Once external events nally push prices out of this range, the momentum behind that push will be strong, because so many holders will be in a winning position, eager to acquire more shares. The psychology behind a mass of buyers holding a security at a particular price is important, and in a way it is the very basis of technical analysis. Generally speaking, traders prefer pro ts to losses. Owners of a security whose price moves higher will feel increasingly positive about that stock and will be compelled to buy more, because their pro ts are increasing. If there is a large mass of such buyers, this kind of buying can feed on itself. A stock that has been trapped within a small price range for a long



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In this chapter we must discuss the use of the retro tted nail laminated timber arch as stiffening and strengthening devise installed in many covered bridges of the multiple kingpost design. Obviously, these bridges should not be categorized as Burr arch-trusses for they do not follow the Burr patent. The considerable structural advantages of retro tted two-hinged nail or bolted laminated arches offer a strong case for not restoring a bridge to the earlier time period that does not include the arches. It can easily be demonstrated that retro tted nail laminated two-hinge arches do not share load-carrying capacity equally with the truss system. If properly built and maintained, the nail or bolt laminated two-hinged arch adds considerable stiffness to the bridge structure. The capacity of the arches depends on the supports being nonyielding and the arches being held in line to avoid buckling out of plane. For the arches to work, the arch ends must bear against a thrust block capable of resisting all horizontal and vertical forces without movement. This is one Achilles heel of retro tted nail laminated stiffening arches. The second possible defect in nailed or stitch bolted arches is the lack of suf cient fastening to resist shear forces between individual laminations caused by bending moments induced by unbalanced loads. If a bridge retro tted with two hinged laminated arches is raised to avoid oods or ice in the river, then the stone abutments and piers will have to be modi ed or rebuilt to accommodate the horizontal thrust of the arches.

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Problem B:

In Problem B of therma1 emission, let T(E) (r) be the temperature distribution in the lower half-space which is the same medium as in Problem A (Fig. 7.5.2). Then, from the fluctuation-dissipation theorem, the current J(B)

Figure 7.5.2 Problem B: Passive remote sensing with observation of thermal emission of same medium in direction (B oi ,7r + <POi)' Temperature distribution of lower half-space is

T(B) (1'). Electric field and Poynting's vector are denoted respectively by El(B) and 8(B).

obeys the thermodynamic average (denoted by subscript th)

Ij(B)(r,w)j(B)*(r/,w/))

= iWE"(r)KbT(B) (r)I6(w - w')6(r - 1") (7.5.4)

where K b is Boltzmann's constant and E"(r) is the imaginary part of the permittivity in the lower half-space. Thus E"(r) = E~ for l' in V1 , V2 . VN and E" (1') = 0 otherwise. The right-hand side of equation (7.5.4) is proportional to 6(w - Wi) implying zero correlation between two different frequencies. Measurement is usually made for a bandwidth of ~w about w. Thus the quantity to calculate in Problem B is

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