Search

19 Jan 2001: " $#&%'() ,--. /10 243 24567 849 : 9/24: ;<9 0 :=84/ >9?@9 9 2A BCD4E 9 7 9 E FG0 9 7 FHD@9 I@J J J KLE 9 /: 90 ... kx m n l. q3 J 91JLz|{124IHP B0 I49 0 9 }u4/17 3 B124: v B10<7 849A BHB10 I43 24/17 9 : m n J 849bH3 249 7

29 Nov 2001: 24. The Nucleolus. A final characterization of the Talmud solution is the.

29 Nov 2001: R.R. Weber, J. Appl. Prob. 24 727-737, 1992. Abstract. Consider $m$ queueing stations in tandem, with infinite buffers between stations, all initially empty, and an arbitrary arrival process at

2 Oct 2001: 3ÑS1H-09;)&%]5X ÒQNh1E/#jG&1 » ,ÉÔÓ#&CÁ ÕÃ )&?#,2;2&cJ8]dOf@XyQ/1b249;:<9r-.9;CH1?A-J#,9;%24'>9;%(G#&?09#,%(-« ... 94%24']?B1HV?0?B1%(- «SC0)]sù9Ch?01 HV?B?01%(-XEh'yQ/1)&?B1:5XÉØX « ' 9CQ-0/1%O94%SG#,?B9;#&%(-XeV-ÄÅ&Æ ' twTO < Ã.

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.

12 Jan 2001: Shrinkage of anterogradeterm perceptual priming during an acute episode of apparent total lossand retrograde memory loss was plotted at four separate intervals throughoutof memory.the acute recovery process, and also 24

12 Jan 2001: Neurocase(1999) Vol. 5, pp. 379–406 Oxford University Press 1999. PREVIOUS CASES. The Auditory Agnosias. Jon S. Simons and Matthew A. Lambon RalphMRC Cognition and Brain Sciences Unit, Cambridge. Auditory agnosia refers to the defective

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,.

18 Sep 2001: Czech Republic and ITG). Convective instability of bubbly layers. 24 October.

16 Jan 2001: F(α,β,c; Re) = 0. (24). In the case of linear two-dimensional Tollmien-Schlichting (TS) waveson a flat plate, the predictions of OS theory are in very good agreementwith ... Re 1. On the other hand, for the derivation of thelinearised OS equation and

5 Sep 2001: 19/Aug/99 15:24:02 nice and stable filament. 19/Aug/99 21:18:16 nice and stable filament.

5 Sep 2001: It is worth noticing that the range of resistivity is huge - the diagram covers 24 orders of magnitude, and some insulators fall above the chart.

8 Jan 2001: 20 2.3.3 Endwall Film-Cooling. 23 2.3.3 Film-Cooling Details. 24. 2.4 Research Objectives. ... 19. Fig. 24: Three-Dimensional Separation Lines and Potential Regions of High Heat Transfer.

7 Feb 2001: The Engineering Department started the academic year 1938/39 ( i.e. the last year before WWII ) with 575 undergraduates, none of whom were women, 12 research students, 2 professors and 24

7 Feb 2001: 24. Welbourn, D.B., 'Gear Errors and Their Resultant Noise Spectra', Inst.

17 Aug 2001: respectively, for the complex Fourier analysis’. (c) I- 24 Fourier descriptors. ... 64 -56 -48 -40 -32 -24 -16 - 8 0 8 16 2 4 3 2 40 4 8 5 6 6 4.

15 Aug 2001: The Role of Micro-Mechanicsin Soil Mechanics. M.D.Bolton. CUED/D-Soils/TR313September 2000. Presented at the International Workshop on Soil CrushabilityYamaguchi University, Japan, July 1999. 1. The Role of Micro-Mechanics in Soil MechanicsMalcolm

17 Aug 2001: Station N-S E-W U-D Epicentral DistanceARC 0.92 0.41 0.35 35CNA 0.77 0.41 0.24 105BUR 0.44 0.31 0.2 130. ... respectively. 24. (N-S). (E-W). (U-D). Figure 3.4.3 Wavelet analysis of ARC signal.

17 Aug 2001: 24. Critical state soil mechanics associates rapid geotechnical disasters with soil on. ... 25. Leonards. G.A. (Ed.) (1986). “Special issue on Dam failures.” Engineering Gcoo:,24( 1-4).

17 Aug 2001: 4112% 1. 2. Atlantic MudW cv (m2/yr). 9 0 % 0.229 9 % 0.21107% 0.24. ... Volume vs. Height Relationship in Tanks. 24. Figure 7a. Photograph of Piston Sampler ContainingSample of E-grade Kaolin.

17 Aug 2001: The slurry is mixed for 24 hours below a vacuum prior to pouring, to achieve as near to 100%saturation as possible.

17 Aug 2001: 40. Distance /m. I. 6 0. FIGURE 24 PREDICTED CO.NTOURS OF SORMALISED cONCENTMTIONAFTER 16YEARS.

17 Aug 2001: 1 5 01. ACCs 7 max=24.59. 1258 $j min=-27.760 0.05 0.1 0.15 02.

17 Aug 2001: Extracting pattern from scattereddata - applicability of artificial. neural networks to the interpretationof bearing capacity data. bYby John D. McKinley. CUED / D - SOILS / TR.299 (1996). Extracting pattern from scattered data - applicability of

17 Aug 2001: After 24.5 hours the compressed air supply was turned off, resulting in a slow butsteady increase in the inner tub temperature over the next 25 hours. ... TlwrrtumS 40 30 20 10 0 -10 -20 90&tuntton 37 24 15 9 6.5 3.2 1.8 1.0'SatlJntion Moillure calbrlt

17 Aug 2001: the advection-dispersion equation. The dispersion coefficient is given by:. DL = 0,: a,V (24). ... distribution of total copper respectively, while figures 23, 24 and 25 show the corresponding.

17 Aug 2001: ID-Soils/- SPUDCAN LOAD-DISPLACEMENT AND ROTATION RESPONSES 9. TR290. I. 0.24 0.16 - I I I. ... TR290. 1. 0.24 1 I I 0.16. 0.16 - 0.08. 8.

17 Aug 2001: 24. Fujii, T., Kobayashi, T., and Tagaya, K., 1989, “Punchthrough encountered inIndia and Indonesia”, Paper OTC 6124, Offshore Technology Conference.

17 Aug 2001: po-YE 36 -. i 3 2 -& _t _P-I0, 24 -:: -. --- __l_-_-----.--.l_. - -._.->. /. Technical Report No. CUED/D-SoiWTR288 Sharma I.,. ... it will not produce. 1 1. hm,=. o:(l+ e) (24). The co-efficient of volume change depends on the void ratio as well as the

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.

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.

17 Aug 2001: centrifuge model earthquakes. Ph.D. Thesis. Cambridge University, U.K., pp. 24-39. Pilgrim, N.K.

17 Aug 2001: versus depth for EAE3 & 4 in Figs 4.24 dz 4.25 respectively.

17 Aug 2001: 2 2. % G 0 ACC 1 0. - 2 24 6.

17 Aug 2001: Max=25.3. Mb=-26.4. Max=O.l. Mill=-0.2. Max=lO.S. Mln=-12.3. Mox=S.O. Mill=-9.4. Max=24.9. Mln=-33.6. ... II. SHORT TERMTIME RECORDS. G L e v e l FIG.NO.5 0 24.

22 Aug 2001: o z. -a. b-1. ACC344. [m-cl. Max=25.5. Mill=-24.9. Mill=-13.0. Mox=27.9. Mln=-28.0. ... m s e c ]. Mox=25.9. Mln=-24.4. MmG13.3. Min=-12.5. Max=5.0.

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.

29 Aug 2001: 7. Tower Construction. (52kPa) for about 24 hours. The stre;s on the clay was then doubled every day until a uniform. ... Each of these 3 data sets are divided as. follows: From the start of each record YO shortly after 02:24 are the data caused by the

22 Aug 2001: hence B’J” = (h - K)(l - Tj/hQ = ED’. (24).

22 Aug 2001: 1 0. 0 4 8 1 2 1 6 20 24 2 8Corrected Prototype Depth, zpc (m). ... being 0.90. , leakage occurcd vertical stressbefore CPTStarted. 0-i I I I 1 I I 8 I I I I I 1 I0 4 8 12 16 20 24 28.

6 Oct 2001: Bolton et al [24] measured the influence of chamber size on axial load response and concluded that no significant boundary effect would occur if a distance of 11 pile diameters was ... 2, pp. 787-806. [24] BOLTON, MD, GUI, MW, GARNIER, J, CORTE, JF, BAGGE

5 Apr 2001: Configuration 12 13.4. 24 3.6. Circular 6 45.9. Configuration 12 12.5. ... apertures of 1, 3, 5, and 10 m, with 6, 12, and 24 ribs.

21 Mar 2001: 2.24). wherefromYoung(1989p.68). I x. =. R3t. 1. 3t 2R+. t2 R2. ... The transformation of the nodal coordinates is2. 4XYZ. 35 =. 24 cos sin 0sin cos 0.

21 Mar 2001: E. 266664. X1Y1::Z3. 377775 =. 24 aX bX cXaY bY cYaZ bZ cZ. ... 3.3. Prestressing Strategy 24. Tx1 = T1 tx1s1. Ty1 = ty1D1D2=2 (3.13).

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.

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.

26 Mar 2001: ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 16.46 17.78 17.40. ... ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 3.14 2.97 2.85.

21 Mar 2001: 50 mm. 85 mm. Figure 3.4: Cylindrical mould. 22 23 24 25 26 27 28 29 30 31 3216. ... 17. 18. 19. 20. 21. 22. 23. 24. Rm [mm]. Rr[mm] Rr = 0.4957Rm 6.7181.