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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.

9 Nov 2001: 24. Comitë Euro-International du Bëton. CEB-FIP ModelCode 1990ÐFinal Draft. CEB, Lausanne, Bulletin d'Information.

24 Oct 2001: 21. 5 Galois Theory of Finite Fields 24. 5.1 Finite fields. ... 24. 3. For each t with s | t and t | r there exists an intermediate field M = Fpt and a normalsubgroup H = 〈φt〉 such that M = LH and H =

22 Oct 2001: Our earlier calculation of the pairing (17) shows that the Cassels-Tate pairingon (24) is non-zero. ... 24. The cyclotomic character ω and the character ψ of 5 are equal.

10 Nov 2001: b = 2 (15 6) 24 = 204 (5). Substituting Equations 4 and 5 into Equation 1 we obtain. ... 8. Figure 12: Variation of forces in net cables. 24. 0 5 10 15 20 25 303.5.

12 Nov 2001: Mol Microbiol 1996, 22:231-237. 19. Margolin W: Themes and variations in prokaryotic cell division.FEMS Microbiol Rev 2000, 24:531-548. ... J Cell Biol 2000, 151:F19-F21.See annotation to [24•]. 24. Kiessling J, Kruse S, Rensing SA, Harter K, Decker EL,

12 Oct 2001: v(ξv,bv)v = 0 for all b S(φ̂)(D/K). (24). According to the Weil pairing definition, (24) is precisely the condition〈x,y〉 = 0 for all y ... 24. Not only does this give another proof that Cλ(Q) has rank 0, but wealso learn that X(Cλ/Q) contains no

17 Aug 2001: 16 1 9 20 2 1 22 23 24. 16m below ground level. ... 1 0 1 2 1 4 1 6 1 8 20 2 2 24.

9 Nov 2001: prevent rotation. Hanging beam. 24. The nite-element analysis showed that. the buckling load of a hanging beam is. ... 5, 109112. 24. HANSELLANSELL W. and WINTERINTER G. Lateral stability. of reinforced concrete beams.

18 Oct 2001: face using differential techniques [24, 134, 12, 125]. On the other hand, if only. ... surfaces and silhouettes can be found in [24, 27]. 2.2 Imaging Model.