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ISSUE 18b
https://www.quaternary.group.cam.ac.uk/camqua/18.pdf24 Apr 2003: Bristol BS8 1SS. Fax: 0117 928 7878. Wednesday 24 JanuaryDr Nicky White, University of CambridgeA stepping stone on the way to a general inverse modelfor sedimentary basins. -
paper.dvi
mi.eng.cam.ac.uk/reports/svr-ftp/liu_asru2003.pdf25 Sep 2003: j (τ ) = γnum. j (τ ) γden. j (τ ) Cp(O, Sj,τ |Θ̃) (24). ... For more details see [15]. Two globalcomplexity attributes of a single transform HLDA system wereoptimized: the number of Gaussian components per state from therange {12, 16, 24}; the -
Contrasting Membrane Interaction Mechanisms of AP180N-terminal…
https://www2.mrc-lmb.cam.ac.uk/groups/hmm/publica/Stahelin_cho2003.pdf16 Jul 2003: The coating of the L1 sensor chiphas been described in detail previously (23, 24). ... 3).On the other hand, the membrane dissociation step of periph-eral proteins can be slowed by short range specific interactionsand membrane penetration of hydrophobic -
ISSUE 23 final
https://www.quaternary.group.cam.ac.uk/camqua/23.pdf24 Apr 2003: Zoology Tea TalksThursday, October 24Thursday, October 24Thursday, October 24Thursday, October 24Thursday, October 24. -
ISSUE 21
https://www.quaternary.group.cam.ac.uk/camqua/21.pdf24 Apr 2003: 24/1/0224/1/0224/1/0224/1/0224/1/02 Bryn Hubbard, University of Wales'Direct measurement of basal sliding at temperateglaciers'. -
SPRI Review 2002
https://www.spri.cam.ac.uk/about/sprireview/2002/review2002.pdf3 Oct 2003: to Polar Activities 22 National and International Roles of Staff International Glaciological Society Scientific Committee on Antarctic Research Acknowledgements Fundraising and the SPRI Appeal 24 Friends of the Institute Appeal for -
Crack-based analysis of concrete with brittle reinforcement T. J. ...
www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf28 Feb 2003: strains’ of Y 0:25% (suggested by the Eurocreteproject. 24), and Y 0:45% (proposed in ‘The Sheffield. ... 24. CLARKE J. L. and O’REGAN D. P. Design of concrete structures. -
Boundary rigidity for Lagrangian submanifolds, non–removable…
https://www.dpmms.cam.ac.uk/~gpp24/intlag.pdf19 Feb 2003: fV,µ(ω) :=M. ω(V ) dµ. Sullivan [Sul, Prop. II.24] shows that this map yields continuous bijections be-tween. -
Interactions Between Diarisation and STT Sue Tranter1, Kai Yu1, ...
mi.eng.cam.ac.uk/research/projects/EARS/pubs/tranter_rt03sinter.pdf22 Jul 2003: CU-DIARY 0.2 9.1 24.0 33.29 2.1 1.5 5.9 9.5MIT-DIARY 2.7 5.6 16.1 24.46 2.8 1.7 ... 1 24.23 2.6 24.7 2.1 43.60PERF 0.2 9.1 0.4 11.60 0.2 29.7 0.4 32.20. -
Database of closed-ended piles in sand: a comparison of qc and qb
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR327.pdf15 May 2003: Site 11: Seattle (Gurtowski et al. 1984) [S] Two compression tests on octagonal concrete precast piles of nominal 24 inch (608 mm) diameter are reported (Table 11). ... 1984) table 1 qb/qc (D/40 failure) 0.29 0.24 Chow (1996) interpretation qc (av. /-
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