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PII: S1359645497004692
www.itg.cam.ac.uk/people/heh/Paper144.pdf12 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 -
J. Fluid Mech. (2001), vol. 440, pp. 359–380. Printed ...
www.itg.cam.ac.uk/people/heh/Paper160.pdf9 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 -
CAMBRIDGE UNIVERSITYENGINEERING DEPARTMENT GENERALISEDLINEAR GAUSSIAN …
mi.eng.cam.ac.uk/reports/svr-ftp/rosti_tr420.pdf26 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. -
2003ismar.dvi
mi.eng.cam.ac.uk/reports/svr-ftp/klein03ismar.pdf11 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. -
PII: S0301-9322(98)00062-7
www.itg.cam.ac.uk/people/heh/Paper151.pdf9 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. -
paper.dvi
mi.eng.cam.ac.uk/reports/svr-ftp/liu_icassp2004.pdf29 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. -
PII: S0022-0248(99)00016-0
www.itg.cam.ac.uk/people/heh/Paper148.pdf9 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. -
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. -
The Annals of Applied Probability2004, Vol. 14, No. 3, ...
www.statslab.cam.ac.uk/~frank/PAPERS/AAP007.pdf5 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). -
ENTROPY AND COLLAPSING OF COMPACT COMPLEXSURFACES GABRIEL P.…
https://www.dpmms.cam.ac.uk/~gpp24/ccs.pdf27 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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