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  1. Results that match 1 of 2 words

  2. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 Apr 2011: The breaking load of Kevlar 49 and Technora was determined from 20 short term tensile tests and were 444.6 N for Kevlar 49 and 349.0 for Technora.
  3. 10853_2006_1360_42_8-web 2867..

    www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf
    10 Sep 2008: approx 20 C). Yarn handling. Considerable care was exercised in the handling of the. ... Fig. 9 Break load for PET2. Table 6 Retained strength at 20 and 40 C.
  4. 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.
  5. SE20 Design Codes Burgoyne :Layout 1

    www-civ.eng.cam.ac.uk/cjb/papers/p63.pdf
    22 Mar 2010: H. P. J. TaylorFREng, PhD, CEng,FIStructE, FICEIStructE Past President,Chair BSI CommitteeCB/20 StructuralDesign Codes.
  6. 26 Mar 2010: as high as 20%.
  7. Modelling the transport ofa pulse of two contaminants through ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf
    17 Aug 2001: 2 hours and 20 minutes, followed by deionised water for 1 hour and 18 minutes, at 1OOg. ... formation (Evans, 1994) the model was consolidated to 150g for 4 hours and 20 minutes.
  8. C:DOCUMENTS AND SETTINGSADMINISTRATORMY…

    www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf
    10 Nov 2001: nodes. 19. Figure 8: Loads applied to cable net. 20. 1.631.13. ... 23. 0 5 10 15 20 25 30-0.5. 0. 0.5. 1.
  9. CUED TR 341 _2_

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR341.pdf
    30 Sep 2005: z. gf. Ldp. gf dykzfdykzfdykzfzy τττττττττ )(),()(),()(),()( 20. 1. 0. 48476 Eq. ... A 20 m long pile of 0.5 m diameter exists 6m away from the tunnel centreline.
  10. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: Structural lifetimes are measured in decades. Even theephemeral industrial building will be expected to last for 20 yeand 50 years is a common design lifetime for office buildiBridges are typically designed ... Inverse power-lognormal,3. Arrhenius-Weibull
  11. 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.

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