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  2. PII: S1359645497004692

    www.itg.cam.ac.uk/people/heh/Paper144.pdf
    12 Mar 2004: To deal with these aspects of the. problem, we solve the linear system using a singularvalue decomposition [20]. ... Label E d Lx Ly Pexp Ptheory ZtheoryA0 0.00774 0.206 7.62 11.8 20.3 17.3 3.31B0 0.0116 0.224 6.47 7.75
  3. J. Fluid Mech. (2001), vol. 440, pp. 359–380. Printed ...

    www.itg.cam.ac.uk/people/heh/Paper160.pdf
    9 Mar 2004: 10. 15. 20. 25. l (cm). BFR. BFR. Figure 5. (a) The drainage of the fluid layer and (b) the depth of the fluid layer within the porousmedium as functions of ... 1 23.3 31 7.2 0.67 46.4 158.32 21.6 64 9.4 0.85 75.2 263.23 20.7 48 9.5 0.77
  4. 26 Jan 2004: 10. 5. 0. 5. 10. 15. 20. 20 15 10 5 0 5 10 15 2020. ... 15. 10. 5. 0. 5. 10. 15. 20. 20 15 10 5 0 5 10 15 2020.
  5. 2003ismar.dvi

    mi.eng.cam.ac.uk/reports/svr-ftp/klein03ismar.pdf
    11 Feb 2004: Next, control points are initialised at regular intervals(20 pixels) along every model edge. ... In Proc. IEEEIWAR’98, San Francisco, November 1998. [20] H. Rehbinder and B.
  6. PII: S0301-9322(98)00062-7

    www.itg.cam.ac.uk/people/heh/Paper151.pdf
    9 Mar 2004: ft 1 20. The volume of the current is conserved during the propagation, which on account of Eqs. ... 1718) and (20) can be expressed as. 2Vt r2NhN 1. 6C2r2N rN02 21.
  7. paper.dvi

    mi.eng.cam.ac.uk/reports/svr-ftp/liu_icassp2004.pdf
    29 May 2004: Gauss 24.0 20.7 20.7 17.7 16.0WER (%) 35.3 35.1 35.2 35.3 35.5. ... Using the “opti-mal” structure, determined with α = 0 and 4 iterations of structureoptimization the error rate fell to 35.1% and the average numberof components per state was 20.7.
  8. PII: S0022-0248(99)00016-0

    www.itg.cam.ac.uk/people/heh/Paper148.pdf
    9 Mar 2004: Fora further description see Ref. [20]. indeterminacy; with neighbors we obtain a uniquesolution. ... Makkonen, Mater. Sci. Eng. A 148 (1991) 141.[20] J.S. Langer, Rev.
  9. CUED Bridge Research - Publications

    www-civ.eng.cam.ac.uk/brg/papers/
    29 Sep 2004: Imhof,D. Probabilistic Safety Assessment of Existing Bridges. The Young Researchers' Conference, 20 March 2002, Poster Presentation: The Institution of Structural Engineers, Upper Belgrave Street, London.
  10. The Annals of Applied Probability2004, Vol. 14, No. 3, ...

    www.statslab.cam.ac.uk/~frank/PAPERS/AAP007.pdf
    5 Jul 2004: wj (n) =iI. Aj ini. µi, j J.(20). We callw(n) the workload associated withn. ... PROOF. This follows from Lemma 6.1 and (30)–(33). For eachn RI+, let w(n) = (wj (n) : j J) be defined by (20).
  11. 27 Jan 2004: H(ΛK,kp) HH(C(K,kp)). (see [22] or [20]). A quasi-isomorphism (or quism) between two DGAs is a DGA-morphism which induces an isomorphism in homology. ... 20 G. P. PATERNAIN AND J. PETEAN. 6.2. The case of zero Euler number.

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