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22 Aug 2001: 12 55 55.0 26 20 00.0 J2000.0 B Vx12 I wfsj_F_24 12 53 40.0 26 20 00.0 J2000.0 B Vx12 I

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.

5 Mar 2001: 1990) Annu.Rev. Genet. 24, 249274. [3] Lutkenhaus, J. and Addinall, S.G. ... Appl. Crystallogr. 24, 946950.[34] Merritt, E.A. and Bacon, D.J. (1997) in : Macromolecular Crys-.

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

17 Sep 2001: forms (21) and (24). Source uctuations. Consider the Brownian driving equa-. ... 0:0001, j 2 J , is once again an equilibrium point.Then, from relations (19) and (24), the covariance matrix.

23 Feb 2001: MMSE (30) 27.5 3.1 19.6 4.0 24.5 4.2 4.96 <.05 L = R > BSemantic Memory. ... Table 2Summary of the Performance at Presentation of D.M., S.L., and 24 Healthy ControlParticipants on a Range of Neuropsychological Tests.

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 =

30 Aug 2001: 51.1 Å. IA. IBIIB. IIA. F-actin MreB. 55 Å. 1. 24. ... Interestingly, the rened model ofF-actin23,24 is less similar to our crystal structure than the initialunrened model, in which the crystal structure of G-actin incomplex with DNase I was

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.

2 Apr 2001: E(p) =12pT. . p, (24). where the elements of are given by. ... Proceedings of Cold Spring Harbor Symposium on Quantitative Biology, 1962, 27, 1-24.

9 Nov 2001: externally, by putting the. concrete in the compression. zone into triaxial compression, or by fibre-reinforcing it.23,24. ... University Internal Report 97/98, 1998. 24. TANIGUCHIANIGUCHI H., MUTSUYOSHIUTSUYOSHI H., KITAITA T.

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.

7 Oct 2001: 8;,=&"vZ$9V K)i!Zi9V ;)Î$9h ;& ;=!"p;) / -,H;&AP,!#P6 %S+[#( 24 )g(>@{7cPU(.( 7;'8;(! ... 9V @24 Ì ' $;S+[ -c.,=",=&8U - PU -"P7,=!)G,=&,=&,H&8g- / -( -,=,Hg",=-;' - -r( -,!K9$(-v> zXx}24 & -)g=![] Ç4',!

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.

12 Jan 2001: cal tests. Controls (n = 24) Semantic Dementia Alzheimer's Disease. Tests Mean SD Mean SD Mean SD. ... implications for the modularity of mind. Cognitive. Neuropsychology 1994;11:50542. [24] Hodges JR, Patterson K, Ward R, Garrard P, Bak T, Perry R,.

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.

29 Jul 2001: Although significantly smallerthan that used by some other sites (e.g. 183k articles in [24]), inprevious work we found that increasing the parallel corpus sizeto approximately 110k articles did not help ... Proc. SIGIR ’99, pp. 34-41, 1999. [24] A.

6 Feb 2001: b = 2 (15 6) 24 = 204 (4). Substituting Equations 3 and 4 into Equation 1 we obtain. ... 1.32. 1.29. (b). 1.48 1.24 1.24. 1.52 1.52. 3.020.43 1.40 1.40.

22 Aug 2001: u; 24 = ulo 24,. From the principle of effective stress, we know that. ... fan. 0 21 22 23 24 25 26Time(secs). Pore Pressures in Clay.

17 Aug 2001: 23, #24, #25, #26, #27, #28, #29. Wednesday 28 June 95 #31, #32, #33, #34, #35(b), #37, #38, #39, #40,. ... 11.66 33.45. 14-15. 15-16. 1617. 17-1818-19. 19-2020-21. 2 l-2222-23. 23-24. 24-25.