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1 - 10 of 16 search results for tj KaKaotalk:PC53 |u:www-civ.eng.cam.ac.uk where 0 match all words and 16 match some words.

  1. Results that match 1 of 2 words

  2. Modelling of Anisotropic Viscoelastic Behaviour in Super-Pressure…

    www-civ.eng.cam.ac.uk/dsl/publications/Anisotropic%20viscoelastic%20behaviour.pdf
    10 Apr 2007: εti = gt0S. 0ij D0σ. tj g. t1. t0. Sij D(ψtψτ ) d(g. ... qtj,n = exp(λnψt)qttj,n 1 exp(λnψt). λnψt (gt2σ. tj gtt2 σttj ) (7).

  3. jbmr0811763 1808..1818

    www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf
    19 Mar 2010: Osteoporos Int 20:445–453. 7. Beck TJ, Looker AC, Ruff CB, Sievanen H, Wahner HW 2000Structural trends in the ageing femoral neck and proximalshaft: Analysis of the third national health ... 19. Crabtree N, Loveridge N, Parker M, Rushton N, Power J,

  4. 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.

  5. E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf
    28 Mar 2000: If. |Ti Tj|||Ti||||Tj|| ' 1 for any j = 1,. , (i 1) (22).

  6. 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

  7. 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’).

  8. 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).

  9. The Structural Engineer Journal

    www-civ.eng.cam.ac.uk/cjb/papers/p56.pdf
    6 Jun 2006: PDF-1.4 %âãÏÓ 87 0 obj> endobj xref 87 57 0000000016 00000 n 0000001904 00000 n 0000001436 00000 n 0000001984 00000 n 0000002171 00000 n 0000002465 00000 n 0000002909 00000 n 0000003487 00000 n 0000004162 00000 n 0000004894 00000 n 0000005360

  10. 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).

  11. Implementation and Validation of Schapery-Rand Anisotropic…

    www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf
    18 May 2007: εti = gt0S. 0ij D0σ. tj g. t1. t0. Sij D(ψtψτ ) d(g.

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