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FIGURE 9.32 Bookham (symbol BKHM) broke above a nicely-formed saucer, but after failing to follow through, it lost virtually its entire value.

(5.3.5a)



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There are four disadvantages of the laminated timber chord replacement design: 1. The use of structural glued laminated materials integrated into an historic bridge structure may not be acceptable to some historic preservationists. 2. Overall bridge stiffness is not as great as can be achieved with retro tted laminated timber arches. 3. Overall bridge safety would depend on relatively few mechanical splices. These critical splices would integrate the new laminated timber chord material with existing bridge fabric. Such work would require a very high level of skill among the timber framers. 4. Long timber pieces are dif cult to handle, ship, and integrate into the bridge. Precise coordination of eld cuts and daps is necessary so that lattice web members t as required between the chords. Early in 1988, the design and construction of the glued laminated timber chord replacement alternative was implemented. In making this decision, the





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Et(TjGj ) = Ei(Ejl(TjGj )) = Et(TjEjt(Gj))

(5.3.5b)

where E jt is the conditional average given the properties and positions of particles j and I. Hence

E t (TjEjt(G j )) =

Mj dsjTj p(rj; Sj !rt; st)Ejl(Gj )

(5.3.6a)

(5.3.6b)

FIGURE 9.33 Arbinet (symbol ARBX) pushed above a nearly year-long resistance line only to quickly fall back beneath it.

with j i- I. The equations (5.3.4) to (5.3.6) indicate that the total average is given in terms of the conditional average with one particle fixed, and the conditional average with one particle fixed is given in terms of the conditional average with two particles fixed. In a similar manner, we can express the conditional average with n particles fixed in terms of n + 1 particles fixed. A hierarchy of

3.2 Effective Field Approximation (EFA, Foldy's Approximation)

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key for us was the con dence expressed by Jan Lewandowski of Greensboro Bend, Vermont, that he could successfully integrate the glued laminated timber chords into the bridge by scribing and notching. At each lattice to chord connection, the members were both notched 1 inches and pinned. The snug t of these joints was critical to the performance of the rehabilitated trusses. The analysis for the Cornish-Windsor Bridge in 1989 was executed on a personal computer using a STRAAD three-dimensional frame analysis program. It involved 1,600 members and 2,800 joints for one truss and required approximately 13 hours to run. We modeled joints to allow rotation and continuity at lattice intersections using links.

equations is generated. To solve the equations, truncations of the hierarchy will be made in later sections. By the translational theorem of operators, U j is related to U centered at the origin by the operator equation [Merzbacher, 1970] (5.3.7) Since

(5.3.8)

T j=e -Cp :;: T e Cp :;:./

(5.3.9)

3.2 Effective Field Approximation (EFA, Foldy's Approximation)

In the effective field approximation (EFA), truncation is carried out at the first equation of the hierarchy. It is assumed that (5.3.10) The approximation is valid for a sparse concentration of particles. Hence, on using the approximation in (5.3.10), (5.3.4) becomes,

E(G) = Go + NGoE (TjE(G ) = Go + NGoE(Tj)E(G)

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