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21 - 30 of 159 search results for KaKaoTalk:ZA31 24 24 where 0 match all words and 159 match some words.

  1. Results that match 2 of 3 words

  2. Structure and Motion from Silhouettesby Kwan-Yee Kenneth WongWolfson…

    mi.eng.cam.ac.uk/reports/svr-ftp/wong_phd_thesis.pdf
    18 Oct 2001: face using differential techniques [24, 134, 12, 125]. On the other hand, if only. ... surfaces and silhouettes can be found in [24, 27]. 2.2 Imaging Model.

  3. Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf
    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.

  4. SPECKLE DETECTION INULTRASOUND IMAGES USING FIRST ORDER STATISTICS R. …

    mi.eng.cam.ac.uk/reports/svr-ftp/prager_tr415.pdf
    27 Jul 2001: 1. 00.5. 11.5. 2. 24. 68. 101.6. 1.8. 2. 2.2. 2.4. ... tand. ard. devi. atio. n. (a). 00.5. 11.5. 2. 24. 68.

  5. Soil Grouting in theMini-Drum Centrifuge M D Bolton and ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR266.pdf
    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.

  6. Sir John Plumb - a tribute | University of Cambridge

    https://www.cam.ac.uk/news/sir-john-plumb-a-tribute
    24 Oct 2001: Share. Published. 24 Oct 2001. Search news. Sign up to receive our newsletter.
    By: @cambridge_uni

  7. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: 1 5 01. ACCs 7 max=24.59. 1258 $j min=-27.760 0.05 0.1 0.15 02.

  8. SE6_P1CO.VER

    www-civ.eng.cam.ac.uk/cjb/papers/p43.pdf
    15 Nov 2001: v = wsinφ [ z4 - Lz3 L3z ]. (1)EIy 24 12 24where.

  9. sb340207 169..180

    www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf
    9 Nov 2001: prevent rotation. Hanging beam. 24. The nite-element analysis showed that. the buckling load of a hanging beam is. ... 5, 109112. 24. HANSELLANSELL W. and WINTERINTER G. Lateral stability. of reinforced concrete beams.

  10. sb340206 159..168

    www-civ.eng.cam.ac.uk/cjb/papers/p35.pdf
    9 Nov 2001: condition than misplaced bearings. 24. Imperfection caused by lateral load. While being transported, the beam can be.

  11. S413_6a 39..44

    https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/MreB%20Nature.pdf
    30 Aug 2001: 51.1 Å. IA. IBIIB. IIA. F-actin MreB. 55 Å. 1. 24. ... Interestingly, the rened model ofF-actin23,24 is less similar to our crystal structure than the initialunrened model, in which the crystal structure of G-actin incomplex with DNase I was
    By: Nature User

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