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27 May 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural

21 Jul 1998: 24 mm, i.d. 9 mm). In order to insulate both electrically and thermally the Nitinol wire from the steel disk, a series of Macor cylinders with 1.1 mm diameter

29 Feb 2000: Assistant Director of Research, University of Cambridge, U.K. First presented at the Bridge Surveyor Conference, 24. ... A2. P. test. (kN). 29.2. 28.3. 27.9. 19.0. 23.4. 23.5. 24.1.

21 Aug 2008: J. Mech. Sci., 24, 219-230 (1982). 57. C.R. Calladine, 'Modal stiffnesses of a pre-tensioned cable net', Int. ... 110. C.R. Calladine, "Some paradoxical experiments on beams". International Journal of Mechanical Engineering Education, 24, 37-48 (1996).

18 Feb 2002: ma =ρ. k2s ω2airρ/B(24). If there is air on both sides of the membrane, the sameanalysis can be repeated to obtain an equation like(24), but with a factor ... 57.0 -4.24 84.4 70.2 67.1 -4.45 90.8 86.6 79.9 -7.7.

19 Feb 2008: AIAA Balloon Systems Conference, 21-24 May, 2007, Williamsburg, VA, AIAA-2007-2632. (paper.pdf). ... AIAA Balloon Systems Conference, 21-24 May, 2007, Williamsburg, VA, AIAA-2007-2606. (paper.pdf).

22 May 2003: 4 8 12 16 20 24 28 32 36 401.0. 1.1.

8 Feb 2000: 24. L2. h2B. 2(15). and. v =h 2. 24. L2. h2 B. ... u v = 2. h 2. 24. L. h. 2(19). u2 v2 =. h 2. 24. 2 L. h. 4B2 2. 4(20). Substituting back into Equation 18, ignoring higherorder terms, and

24 Apr 2003: λ(δ1 δ2)π. (24). Here δ1 and δ2 are the radial displacements of the corners loaded by T1 and T2, respectively;these corner displacements can be estimated from. ... The wavelength predictions are very close.The wrinkle amplitudes have been estimated

21 Mar 2001: TB =. 1. 24. 24b1 0 b2 0 b3 00 c1 0 c2 0 c3c1 b1 c2 b2 c3 b3. ... Figure 3.2: Equilibrium surface. 24. 0.2 0.1 0 0.1 0.2. 0.1.