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31 - 40 of 231 search results for katalk:PC53 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 231 match some words.

  1. Results that match 1 of 2 words

  2. 021004_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf
    26 Mar 2010: 0 500 1000 1500 2000 250020. 22. 24. 26. 28. 30.

  3. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: 4 8 12 16 20 24 28 32 36 401.0. 1.1.

  4. C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: λ(δ1 δ2)π. (24). Here δ1 and δ2 are the radial displacements of the corners loaded by T1 and T2, respectively;these corner displacements can be estimated from. ... The wavelength predictions are very close.The wrinkle amplitudes have been estimated

  5. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: 24|The Structural Engineer – 6 January 2004. paper: burgoyne. Fig 10 shows the load factor that should be applied to theexternal load so that the bottom steel is sufficient to carry

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

    www-civ.eng.cam.ac.uk/cjb/papers/p40.pdf
    20 Mar 2000: The Storchen Bridge in Wintherthur,Switzerland, with a total length of 124 m has two of its 24 cables madefrom carbon fibres [18]. ... 23] HAY, J. Response of Bridges to Wind.HMSO, London, 1992. [24] SHEARD P.

  7. Proceedings of the Institution of Civil Engineers Geotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218%20corrigendum.pdf
    28 Nov 2013: On page 243 line 24 equation 40 not 39 should be referred to.

  8. reporthomo

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR330.pdf
    27 Oct 2004: Figure 24: Stress cell measurements in test BG-03 for 50Hz frequency. ... 20. 21. 22. 23. 24. 25. 26. 2. 4. 3. 5.

  9. t2012-023 631..631

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212_corrigendum.pdf
    28 Nov 2013: 24], [26], and [28] should read:. 24 q6cu. 12. 1:35w. gM2D.

  10. 10853_2006_1360_42_8-web 2867..

    www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf
    10 Sep 2008: 747 22,000 93,600 92.36 1.8 13.70 2.6337 0.658 24,800 77,000 88.54 2.4 13.87 2.5. ... Temperature (C) k1 for PET1(1/day) 10–6. k1 for PET2(1/day) 10–6. 50 0.186 0.38870 1.480 3.92085 11.50 24.60.

  11. ACMBS5 final

    www-civ.eng.cam.ac.uk/cjb/papers/cp81.pdf
    25 Aug 2008: 5th International Conference on Advanced Composite  Materials in Bridges and Structures (ACMBS‐V). Winnipeg, Manitoba, Canada / September 22 – 24, 2008 . SIM TEST RESULTS FOR ARAMID FIBRES Ioannis P. ... The temperature steps were

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