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10 Mar 2005: An in-depth review of 20 currently available thermoplastic composite joining techniques is presented.

23 Nov 2005: In general, 20-40% overprediction in mass flux was obtained when the uniform flow model was used instead of the non-uniform flow model.

24 May 2005: The shear link spacing was 20 mm. throughout, with inclined stirrups over the loading re-. ... a 20 mm overlap. The concrete in the beam was cured under water for.

17 May 2005: 0. 100. 200. 300. 400. 500. 600. 0.00 0.20 0.40 0.60 0.80 1.00 1.20. ... 15. 20. 25. 0.00 0.03 0.06 0.09 0.12. Curvature (1/mm). Mo.

30 Sep 2005: z. gf. Ldp. gf dykzfdykzfdykzfzy τττττττττ )(),()(),()(),()( 20. 1. 0. 48476 Eq. ... A 20 m long pile of 0.5 m diameter exists 6m away from the tunnel centreline.

20 Dec 2005: The monolithic (20-day). value (point A in Fig. 8) alters immediately to B when the. ... 6. The first stage,. which becomes self-supporting at 20 days, is statically.

30 Jan 2005: Figure 20 shows the measured force-displacement characteristics as well as the theoreticalresponse derived by assuming elastic axial shorteningand Euler buckling. ... 10. 15. Force. (N). Displacement (mm). Fig. 20 Comparison of theoretical and

10 Dec 2005: 20 Burgoynemonument to the murder by a returning crusader of his wife’s lover. ... 20. Anon, An Exhibition of Prestressed Concrete, Concrete Constr. Engng, 44, 129,.

6 Oct 2005: Min= -0.802. 20 40 60 80 100 120 140-200. 0. 200. ... mm. Time(s). 20 40 60 80 100 120 140-50. 0. 50.

17 May 2005: Hence the curvedstiffener is a circular arc of r = 20 mm subtending anangle of 69. ... The first 20 eigenmodes wereextracted and the maximum frequency of interest wasset to 40 Hz.

24 Feb 2005: mentally to be 20 min. Figure 2 shows typical stress–strain curves for con-. ... 0. 10. 20. 30. 40. 50. 60. Str. ess:. N/m. m2.

15 Feb 2005: $$. 20. 20. )/()/(. rBrS. N Eq. 25. Where, $ is the interaction factor of all other piles with a certain pile. ... 25 is equal to. 7/1. 0. 2222. 20. 20. 20. 75.011.

1 Mar 2005: frequency ratios. Dividing Equation 20 by Equation 16 and simplifying, or alternatively taking directly. ... modes and, while Equation 20 may still be reasonably accurate in predicting the frequency.

24 Feb 2005: Cement and Concrete Research,. 2002, 32, No. 7, 1067–1070. 20. Tollner, E. ... Communications in Soil Science and. Plant Analysis, 1991, 22, No. 19/20, 1941–1948.

6 Oct 2005: 10. 0. 10. 20. N. Time(s). TEST IT05. FLIGHT 1. Scales: Model. ... 0. 10. 20. 30. 40. 50. kPa. Time(s). TEST IT05. FLIGHT 1.

25 Apr 2005: Structural lifetimes are measured in decades. Even theephemeral industrial building will be expected to last for 20 yeand 50 years is a common design lifetime for office buildiBridges are typically designed ... Inverse power-lognormal,3. Arrhenius-Weibull

6 Oct 2005: 40 m. m90. mm. 20 m. m. Acc.11. 50 mm. Load cell. ... mm. 20 m. m. Acc.11. 50 mm. Load cell. IT-04 Model.

8 Dec 2005: It should be borne in mind that, at the characteristicdepth, the peak undrained shear strengths in compression andextension are 20 kPa and 10 kPa respectively (Fig. ... Althoughthere is a larger discrepancy at high bearing pressures(possibly due to

8 Dec 2005: 25 20 15 10 5 0 5. 20 15 10 5 0 5. ... 20. 20. 25. 25. 30. 40. 3040507. 5. 150100. 5. 25.