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101 - 110 of 219 search results for katalk:za33 24 where 0 match all words and 219 match some words.

  1. Results that match 1 of 2 words

  2. Database of closed-ended piles in sand: a comparison of qc and qb

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR327.pdf
    15 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. /-

  3. x16412u141

    https://www2.mrc-lmb.cam.ac.uk/groups/hmm/publica/MaoAP180-2001.pdf
    17 Mar 2003: 3 246,217 67,191 99.5 (100) 24.0 (4.4) 6.4 (27.1)SeMet l3 (0.9712) 2.3 248,253 67,292 99.7 (100) 22.9 ... Neuron 24, 143–154. Schmid, S.L. (1997). Clathrin-coated vesicle formation and proteinsorting: an integrated process.

  4. March 12, 2003 11:8 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf
    14 Mar 2003: e11 =h1A2 h2A1. (h1h3 h22)|V |(23). e12 =h3A1 h2A2. (h1h3 h22)|H|(24). ... At this. 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 401.

  5. A Practical Method for Estimation of PointLight-Sour ces Martin ...

    mi.eng.cam.ac.uk/reports/svr-ftp/weber_bmvc2001.pdf
    29 Nov 2003: Object View! normalised 24 2 4 H H #cube. Z n @ D$L Z¡ LD ' n$ $ n[ D[ n[ ' D ¡¢ J n D Z n D @ n L 3LD Z ... variousimages! normalised is expectedto beapproximatelyone. Note that the variationsin. H H are much larger then variationsin 24 2

  6. VISTA DATA FLOW SYSTEM(VDFS) —————————– for VISTA & WFCAM ...

    https://people.ast.cam.ac.uk/~wfcam/docs/VDF-WFA-WSA-004-I3.pdf
    8 Dec 2003: DATE-END= ’2001-06-07T21:24:10Z’ / Date and time (UTC) of end of observation. ... TUNIT23 = ’ADU ’ / physical unit of field. TTYPE24 = ’Aperture_flux_3’ / label for field 24.

  7. D:\Current_work\Closed-Loop Linkages\SDM_paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Closed-loops_SDM.pdf
    14 Feb 2003: weobtain. T1TĀT3TB̄T1TC̄T3TD̄. (T1UĀT3TB̄T1TC̄T3TD̄) θ′A+(T1TĀT3UB̄T1TC̄T3TD̄) θ′B+(T1TĀT3TB̄T1UC̄T3TD̄) θ′C+(T1TĀT3TB̄T1TC̄T3UD̄) θ′D = I (24). From Equation 23, the first term in Equation 24 isequal to I E.

  8. Deeping St James

    https://www.qpg.geog.cam.ac.uk/resources/14cprotocol/rcchecks.xls
    11 Feb 2003: L. GI25 B. 29270. 350. 28570. 29970. Y. B-D. 960. 474.24. ... 0.0095. 1.6. 0.015. 3.24. L. None - are they diff? TF30.

  9. premon.dvi

    https://www.dpmms.cam.ac.uk/~martin/Research/Publications/2002/bh02.pdf
    26 Jun 2003: There are also further ‘uniformity’ properties which afixpoint operator may have [24], but we shall not considerthose in the present paper. ... 24] A. K. Simpson and G. D. Plotkin. Complete axiomsfor categorical fixed-point operators.

  10. Stimulation of the Weak ATPase Activity of Human Hsp90 by a Client…

    www-jackson.ch.cam.ac.uk/publications/2002/2002_jmb.pdf
    15 Sep 2003: The IC50 is approximately 10 mM (data notshown) similar to that measured for yeast Hsp90.24. ... J. Biol. Chem. 274, 17525-17533. 24. Panaretou, B., Prodromou, C., Roe, S.

  11. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: 10. 735 65.6 1.25 Axial Failed. 11 269 24 0.46 Axial Inertia. ... Slab and asphalt top 24.8m27.64m(0.20.05) m 25kN/m3 4146kN. Crash barrier 21.5m0.1m27.6425kN/m3 207.3kN.

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