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11 - 20 of 40 search results for b&b

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  2. ��������� ��� ������� ��������� ������� ��…

    www.statslab.cam.ac.uk/~james/Markov/s14.pdf
    2 Oct 2001: C/-<7:9;-/7&D9,)FE8Ba7:7NW.& JI);-5Jj?:-4fUOP-39w]¤/D D,] Z Ä¥ ¿ fXU),?B). ... ä 2tvuwyx ä t r t 0/2 z3GI?iNJ Xh Z ZmÅ ¤fKJwB5@>B/9,C3-<S'?

  3. � ��������� � ��� ��������������������� ! �" #$ % ...

    mi.eng.cam.ac.uk/reports/svr-ftp/westwood_mthesis.pdf
    22 Nov 2001: L/"(14" ,./"608U8U/#f&/ 3!)T/6014/88/Z9TV ;#<8=/J;B E &@XW);ATJK<.@ > Y. ... 5. D". V/"dQ1"1 ,a889Vw$/V 60!'8'88UQ ,Z14)8d1#"_,."60VU1_'8&/' <.B/B;>? 0&)$/@? @B/;#H0M /(kk P YF"8F/ /Fkk 14"Q1R"/U8)ho$/V

  4. S413_6a 39..44

    https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/MreB%20Nature.pdf
    30 Aug 2001: b,. pH optimum. MreB was incubated under standard conditions (see Methods) with 100 mM. ... After washing with 5% buffer B the protein waseluted with 30% buffer B.
    By: Nature User

  5. Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt
    17 Sep 2001: Choice between two liquefaction hypotheses B. B Casagrande Buenos Aires. Even a dense sand if heavily loaded can liquefy. ... Reject both A and B. Sand yields, it is stable, on the wet side of critical states.

  6. 2d_3_12

    https://www-keeler.ch.cam.ac.uk/lectures/2d_letter.pdf
    1 Feb 2001: cos sin sin sinA B B A B A= 12 to give. ( ) ( ){ ... If two two-dimensional multiplets appear at (F1, F2)= (A B, A) and (A B, B) the implication is that the two spins A andB are coupled, as it is only

  7. ��������� �� �������������� �������� � ��� �����…

    mi.eng.cam.ac.uk/reports/svr-ftp/tuerk_tr402.pdf
    1 Mar 2001: Dn;gmB0D-% 9in;n s8;B]m7&f giobsB0i)DB0f gi7 )s B0D7&Duo;nSgin. ... 5-7ys-8;B)B/BC579B8;7&f a giDxo7,inwo%nw7 o;gmB0D nJDBo B0D-nwow8P6 o;gil73 Dgmo;giim<gmogino798;7B8;7DBo 9m7&_8-B owB D-h

  8. ��������� ��� ������ ���������� ��������…

    www.statslab.cam.ac.uk/~james/Markov/s17.pdf
    2 Oct 2001: Nh11%Ú9;%(G#&?09#,%(-]M9;CA-0?B9;UV-09;)&%@CZ#&%MÛÁ 7CA-01=-B?B#&%CA94-09;)&%Û=?B)&U#&U942;94-09;1CXÜ%ÝyQ/1)5?01:&X ÞX ... 5MI-B/1T+)&?B: » &B t >ý å Ù é H)5C Á ¿Ù ýC09;% Á ¿ÙNh1KH)&V2;M/#jG&1QVC01M<yQ/1)&?B1:5XÉØX Ù>#&%MZF(%)ND241

  9. The Cambridge Multimedia Document Retrieval (MDR) Project : Summary…

    mi.eng.cam.ac.uk/reports/full_html/sparckjones_cltr517.html/
    10 Oct 2001: The Combined Weight is then. CW (i,j) = [ CFW (i) TF (i,j) (K11) ] / [ K1 ( (1-b) (b (NDL (j)) ) ) TF (i,j) ]. where. TF (i,j). is the number of ... CIW (i,j) = [ RW (i) TF (i,j) (K11) ] / [ K1 ( (1-b) (b (NDL (j)) ) ) TF (i,j) ]. (QACIW is defined by

  10. Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf
    22 Aug 2001: Schofield, A.N.,(1981), Dynamic and EarthquakeProc. Recent Advances in Cieotech. Earthquake B. ... 4. -cc. b. B =Verticallypropagating Sh WavesBed rock motion. Slip along aFault plane.

  11. ��������� �� ��������������� �������� �"!�#�$&%('…

    www.statslab.cam.ac.uk/~james/Markov/s110.pdf
    2 Oct 2001: C=68:$&1[)601'.)g#+01.$: 0#>%4!-5O@-, "056%4-FGV%4!-561.$;#0g5+!Kt'.)61['? ' $;1['.$&%,?"8 H! ... M?C8' $:/21,FÀ05+!C' e?CO?C$;5=Æ_ÒV('.)6g5A+/e=,]!"B'?

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