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1 - 10 of 11 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 11 match some words.

  1. Results that match 1 of 2 words

  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/crc/crc.pubs.htm
    11 Jan 2000: Quart. Appl. Math., 20, pp 79-84 (1962). 3. C.R. Calladine and D.C. ... J. Mech. Sci., 20, 641-650 (1978). 52. C.R. Calladine and J.M.

  3. A note on Taylor's interlocking and Terzaghi’s "true…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/GeotechNews.htm
    6 Jan 2000: He published Theoretical Soil Mechanics 20 years later after much experience of successful application of his system in practice.

  4. Concrete Bridge Assessment Using Plastic Collapse Analysis

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/
    29 Feb 2000: 23.0. 17.2. 22.5. 22.3. 20.5. 17.7. N/A. 28.5. 25.7. 19.0. 29.3. ... 19. 7.62. 38. 40. 20. 3.00. 7.5. 16. 21. 3.06. 7.5.

  5. E:CURRENT_WORKBI-STABLE_SHELLS_SDMPAPER_SDM.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/bistable.pdf
    8 Feb 2000: 0 5 10 15 20 25 30 35 400. 0.1. 0.2. ... 7American Institute for Aeronautics and Astronautics. 0 5 10 15 20 25 30 35 40.

  6. Structural Engineering International 4 / 99 Reports 1 Glass ...

    www-civ.eng.cam.ac.uk/cjb/papers/p40.pdf
    20 Mar 2000: Box LaneBridge in Stoke-on-Trent, UK, has car-bon fibre cables [19], as does an 80-m-long bridge over a railway yard inHerning, Denmark [20]. ... 245–252. [20] TAERWE, L.; MATTHYS, S. FRP forconcrete construction: Activities in Europe.Concrete

  7. E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf
    27 Mar 2000: 8. IASS-IACM 2000, Chania – Crete, Greece. 20 30 40 50 60 70 80 90. ... The segments of the skirt to which loadsare applied snap atP 20 N and the deformation of the reflector can be seen in Figure 8.

  8. paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf
    8 Feb 2000: u v = 2. h 2. 24. L. h. 2(19). u2 v2 =. h 2. 24. 2 L. h. 4B2 2. 4(20). Substituting back into Equation 18, ignoring higherorder terms, and ... n32to. obtain. R0=. 1p2LK. (33). 0.20. 0.20.4. 0.60.8. 11.2. -0.4. -0.2 0.

  9. IASS-IACM 2000Fourth International Colloquium on Computation of Shell …

    www-civ.eng.cam.ac.uk/dsl/publications/slittube.pdf
    13 Sep 2000: l2. l2. [M ]T [K]T [M ] ds. ). 2g (20). ... 10. 20. 30. 40. 50. 60. 70. 80. 90. 100. 0.03 0.02 0.01 0 0.01 0.02 0.03 0.04 0.050.03.

  10. E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf
    28 Mar 2000: n (20)then the root has already been found and the next starting point is considered. ... 13. 14. 15. 16 17. 18. 19. 20. 21. 22. 23.

  11. E:CURRENT_WORKDERA PROJECTSMALL SATELLITE MECHANISMSREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR190.pdf
    17 Nov 2000: 20. 3.4 Mass Estimates. 22. 3.5 Discussion. 22. 4 Deployable Reflector 24. ... Because the. concentrator panels are much lighter, only a small amount of prestress—around 20 N—would.

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