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31 - 40 of 333 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 333 match some words.

  1. Results that match 1 of 2 words

  2. Characterisation of long term behaviour of polyester fibres and fibre …

    www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf
    27 Mar 2010: The characterisation was performed at different scales, from that of the approximately 20 micron-diameter fibres to an assembled rope of several hundred tons breaking load. ... The method should prove very useful for applications like offshore mooring

  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. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp76.pdf
    26 Mar 2010: as high as 20%.

  7. 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.

  8. 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

  9. 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.

  10. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: models, and from Z = 20 mm to Z = -350 mm in Series C models. ... were placed on the surface and at depths of 20 mm and 60 mm.

  11. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf
    4 Mar 2002: 10 PPT6672 256 122 5 PPT6675 380 190 50 PPT6679 200 130 20. ... 0. 10. 20. g. TEST SKH14. FLIGHT 1. Scales: Model. ShortTerm Time Records.

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