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10 Dec 2005: construction, Procs Inst.Civ. Engrs, 21, 19-30, Nov 1943. 24 Burgoyne19. Thomas, F.G. ... structure, Concrete Constr. Engng, 43, 239-244, August 1948. 24. Anon, Prestressing applied to Strengthening a Church Tower in Staffordshire,.

6 Oct 2005: 23 5.8 DATA FROM IT03, EARTHQUAKE 4. 24 5.9 DATA FROM IT03, EARTHQUAKE 5. ... PS.2. Max= 3.06. Min= -154. Max= 24.1. Min= -89.7. Max= 38.2.

17 May 2005: chosen to have a stiff-ener width of 0.06R = 24 mm, load angle γ = 7, hingeangle η = 14 and a stiffener thickness of 2 materialplies. ... This results in a plan stiffener width of22.6 mm, compared to that of 24 mm in Config VI.It also worth noting that

24 Feb 2005: netic materials (principally Fe2O3) that make up about. 2–5% of the material.24. ... 24. Wilby G. B. Structural Concrete—Materials; Mix Design;. Plain, Reinforced and Prestressed Concrete: Design Tables.

30 Jan 2005: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24).

15 Feb 2005: 29 results in:. AArB. x. 12.575.025.01. 24.55.02. 0. %. Eq. 31. ... Technical Report of the University of Cambridge CUED/D-SOILS/TR 334 Page 24.

1 Mar 2005: C90 2.72 24.76 4.18 39.18 0.274. Table 3. Comparison of optimized Configuration D. ... 24 of 28. Tan & Pellegrino. of given width and thickness, shortening the slits at the end of diameter d1 increases the.

25 Apr 2005: with a viewfor use ast are beingns. A widethat are notdels. Thet also that. tressing. Statistical Lifetime Predictions for Aramid FibersK. G. N. C. Alwis1 and C. J. Burgoyne2. Abstract: This paper investigates the statistical procedures that can be

6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 4. Figure No. CUED/D-SOILS/TR338. 24. ... 24. Data from Test IT06, Earthquake 1. PS.1. PS.2. PS.3. PS.4.

6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 5. Figure No. CUED/D-SOILS/TR339. 24. ... Max= 12.4. Min= -24. Max= 18. Min= -23.8. Max= 15.3. Min= -19.