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1 - 10 of 12 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 12 match some words.

  1. Results that match 1 of 2 words

  2. TR337

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR337.pdf
    6 Oct 2005: Min= -0.802. 20 40 60 80 100 120 140-200. 0. 200. ... Min= -11.2. 50 100 150 200 250 300-100. 0. 100. mm.

  3. Micromechanical Models for Bending Behavior of Woven Composites

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2264.pdf
    17 May 2005: Such estimates can result in errors of up to 200% in the maximumbending strains or stresses, and up to 400% in the bending stiffnesses. ... 0. 100. 200. 300. 400. 500. 600. 0.00 0.20 0.40 0.60 0.80 1.00 1.20.

  4. Qing XuCapita Symonds,East Grinstead, UK Chris BurgoyneDepartment of…

    www-civ.eng.cam.ac.uk/cjb/papers/p54.pdf
    20 Dec 2005: pera. ture. varia. tion. Time: days40 60 80 100 120 140 160 180 200 220 240. ... 20 40 60 80 100 120 140 160 180 200 220.

  5. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: To prevent distortions undergravity and to provide a stiff attachment point, thehub of diameter 200 mm was also reinforced. ... 0 40 80 120 160 200 240 2800. 0.05. 0.1. 0.15.

  6. The use of MRI to observe the structure of ...

    www-civ.eng.cam.ac.uk/cjb/papers/p49.pdf
    24 Feb 2005: A spatial resolu-. tion of about 200 m would allow the observation offractures,. ... 200. 001 10 100 1000 10000. Signal intensity First component Second component.

  7. Soil-Structure Interaction_ver7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf
    15 Feb 2005: In order for the iterative procedure to be more efficient than the direct method the number of nodes involved in the computation must be greater then about 200 the number of ... rion. fact. or. Ep/Es=8000, L/r0=50Ep/Es=200 , L/r0=20Ep/Es=8000, L/r0=50 -

  8. The use of MRI to observe fractures in concrete ...

    www-civ.eng.cam.ac.uk/cjb/papers/p50.pdf
    24 Feb 2005: of 156 3 156 m since this is similar to the minimumsize of the cracks to be detected (100–200 m).

  9. Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf
    1 Mar 2005: Note that this latter proportion. (E/σy) has typical values of 50-200 for most structural materials. ... The plot shows that the stiffness. ratio is in excess of 200, even for loosely coiled beams, and much larger for more tightly coiled.

  10. TR338

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf
    6 Oct 2005: m. Waste. Sand. 200. mm. 560 mm. LVDT.1. 275 mm. Pressure sensor Accelerometer. ... 200. mm. 560 mm. LVDT.1. 275 mm. Pressure sensor Accelerometer. 50 mm100 mm.

  11. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: 3 77.1 53.200. 3 75.8 72.915. 1.5 73.3 3.4526. 1.5 73.3 4.9342.

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