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1 - 10 of 13 search results for tj KaKaotalk:PC53 where 0 match all words and 13 match some words.
  1. Results that match 1 of 2 words

  2. 1 Linear Mathematics Lent Term 2002. My purpose here ...

    https://www.dpmms.cam.ac.uk/~amwg/Linear2002/Linear.pdf
    30 Nov 2001: Proposition 1.5.8 row rank(T )=column rank(T). Proof: Let T t be the transpose of T (so (T t)i,j = Tj,i.) Therefore rowrank(T)=column
  3. mc4604.qxd

    https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/current%20opinion%20micro%202001.pdf
    12 Nov 2001: of special interest•• of outstanding interest. 1. Mitchison TJ: Compare and contrast actin filaments andmicrotubules. ... Annu Rev Cell Dev Biol 1999, 15:63-80. 8. Desai A, Mitchison TJ: Microtubule polymerization dynamics.
  4. OfficersNoOct01.qk

    https://www.reporter.admin.cam.ac.uk/reporter/2001-02/special/04/i.pdf
    2 Nov 2001: R. MATTHEWS, JNH. P. C. ROBINSON, TJ. H. ROGERS, TS. O.
  5. E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf
    2 Apr 2001: Consider a state of self-stress for the structure and let tj be the axial force in a generic cable. ... tj > 0 for j = 1, 2,. , M (33).
  6. 22 Nov 2001: $ 88U$ $sR$ 83&)",."3831$/T $ "0$ '8' ;<8=/;#>?I@ <.A;H Y (V ;TJ! ... eF$/G ;TJ 86S$. 4$ Q,."$ 76[vlG"Cd/"fK8!"$ '. _$ /(kk "81]!6p9W$ 1V1"l86S$ '8].
  7. A STUDY OF CONTAMINANT TRANSPORTINVOLVING DENSITY DRIVEN FLOW AND ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR268.pdf
    22 Aug 2001: a) 10.5I I. I I. 20 -&&TJ. IS -. 19 -. S-. e , I I I0 20 4e 60. b) 30 years.I I -I I.
  8. Officers Number, Lent Term 2001: University Officers

    https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/12/i.pdf
    6 Mar 2001: PA RT IChancellor: H.R.H. The Prince PHILIP, Duke of Edinburgh, TVice-Chancellor: , Prof. Sir Alec BROERS, CHU, . Deputy Vice-Chancellors: for –, A. M. LONSDALE, NH, O. S. O’NEILL, N, Q. R. D.
  9. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: Hence the base shaking of form x,,=asin (CIX) at prototype scale is described by x,,,=a/‘N sin[(No)tJ in the model.Differentiating once would give identical velocities for
  10. Modelling of deformations inDynamic Soil-Structure Interaction…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf
    17 Aug 2001: d = (la,)(M, - 77). (7). where TJ is the stress ratio (q/p’).
  11. Original Cam-clay A.N. Schofield* CUED/D=Soils/TR259 (1993) This is…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR259.pdf
    22 Aug 2001: hence B’J” = (h - K)(l - Tj/hQ = ED’. (24).

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