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1 - 10 of 19 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 19 match some words.

  1. Results that match 1 of 2 words

  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Ekstromabs.html
    10 Mar 2005: An in-depth review of 20 currently available thermoplastic composite joining techniques is presented.

  3. Remediation of DNAPL using Surfactant flushing-Mass flux approach.

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kulasooriya.htm
    23 Nov 2005: In general, 20-40% overprediction in mass flux was obtained when the uniform flow model was used instead of the non-uniform flow model.

  4. Observation of flexural cracks in loaded concrete beams using ...

    www-civ.eng.cam.ac.uk/cjb/papers/p52.pdf
    24 May 2005: The shear link spacing was 20 mm. throughout, with inclined stirrups over the loading re-. ... a 20 mm overlap. The concrete in the beam was cured under water for.

  5. Micromechanical Models for Bending Behavior of Woven Composites

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2264.pdf
    17 May 2005: 0. 100. 200. 300. 400. 500. 600. 0.00 0.20 0.40 0.60 0.80 1.00 1.20. ... 15. 20. 25. 0.00 0.03 0.06 0.09 0.12. Curvature (1/mm). Mo.

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

    www-civ.eng.cam.ac.uk/cjb/papers/p54.pdf
    20 Dec 2005: The monolithic (20-day). value (point A in Fig. 8) alters immediately to B when the. ... 6. The first stage,. which becomes self-supporting at 20 days, is statically.

  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. AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…

    www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf
    30 Jan 2005: Figure 20 shows the measured force-displacement characteristics as well as the theoreticalresponse derived by assuming elastic axial shorteningand Euler buckling. ... 10. 15. Force. (N). Displacement (mm). Fig. 20 Comparison of theoretical and

  9. 231-2.pmd

    www-civ.eng.cam.ac.uk/cjb/papers/cp70.pdf
    10 Dec 2005: 20 Burgoynemonument to the murder by a returning crusader of his wife’s lover. ... 20. Anon, An Exhibition of Prestressed Concrete, Concrete Constr. Engng, 44, 129,.

  10. 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. ... mm. Time(s). 20 40 60 80 100 120 140-50. 0. 50.

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

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: Hence the curvedstiffener is a circular arc of r = 20 mm subtending anangle of 69. ... The first 20 eigenmodes wereextracted and the maximum frequency of interest wasset to 40 Hz.

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