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1 - 10 of 22 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 22 match some words.

  1. Results that match 1 of 2 words

  2. Proceedings of the 5th International Conference onComputation of…

    www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf
    2 Feb 2006: 0 20 40 60 80 100 1200. 20. 40. 60. 80. ... path C2. 0 20 40 60 80 100 1200. 0.5. 1.0.

  3. A fracture-mechanics model for debonding of external fibre reinforced …

    www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf
    25 Aug 2006: 20. 30. 40. 50. 60. 70. Curvature. App. lied. mom. ent (. kNm. ). Proposed modelExperimental (Beam A3.1 Reference [7]). Figure 3. Energy in flexure Figure 4.

  4. Osmanconf32a6

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/147_ICSFF_Singapore_2004_559_568.pdf
    25 Jan 2006: Then:. H/D=5/20=0.25. Osman and Bolton 565. The bulk unit weight of the soil γ is 20 kN/m3. ... The mobilised shear strength from Fig. 5, for H/D=0.25 and bulk unit weight of soil (γ) of 20 kN/m3 is:.

  5. Thermo-Elastic Behaviour of Single Ply Triaxial Woven Fabric…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1899-892.pdf
    11 May 2006: 20 30 40 50 60 70 80 90 100 110 120-1.5. ... There are 20 hexagon units and 10 unit cells in these strips, respectively.

  6. Osman, A. S., Mair, R. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/176.pdf
    16 Nov 2006: 46 3.74 1.26 1.561 9.20 9.47 7.02 7.31 4.83 5.15 2.64 2.98. ... 30 8.33 4.03 4.141 20.60 20.52 16.36 16.34 12.11 12.15 7.85 7.97.

  7. Tape Spring Large Deployable Antenna

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1601-386.pdf
    11 May 2006: 20. -15. -10. 0 40 80 120 160. Abov e -ground biomass (tons/ha). ... Thus, the structure consists of two curved cylindrical face-sheets 20 mm apart, with internal unidirectionalribbing, strengthening the longitudinal direction of the antenna.

  8. Osman, A. S., Bolton, M. D. & Mair, R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/177.pdf
    16 Nov 2006: However, this. appears to be conservative for deep tunnels, overpredictingthe tunnel support pressure by about 20%. ... 3, is 20.6 kPa. The pre-peak behaviour is modelled by a simple power curveexpressed by equation (9).

  9. A Numerical Approach to the Kinematic Analysis of Deployable ...

    www-civ.eng.cam.ac.uk/dsl/publications/Numerical_approach.pdf
    20 Mar 2006: This transformed equation can be treated in the same way as Equation 20, thus rearranging it. ... Guest. 31. 0 20 40 60 80 100 1200. 1.0. 2.0.

  10. 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

  11. two-column lay out Millpress

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/163_ICSMGE_OSAKA_2005_Vol2_1685-1688.pdf
    18 Jan 2006: 0 10 20 30 40 50 60 70 80-20. 0. 20. ... Géotechnique, 53(7): 619-631. 0. 5. 10. 15. 20. 25. 0 5 10 15 20 25.

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