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11 - 20 of 83 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 83 match some words.

  1. Results that match 1 of 2 words

  2. DVIWindo paper_IUTAM.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/bistabletubes.pdf
    19 Oct 1999: a) Tension test. 0 0.01 0.02 0.030. 5. 10. 15. 20. ... m-1. ). x (mm-1). x (mm-1)y (mm-1). 0. 20. 40. 60.

  3. 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.

  4. poster

    www-civ.eng.cam.ac.uk/dsl/wrinkling/poster_2002.pdf
    29 Jan 2002: 16. 18. 20. Shear angle, γ. λ (m. m). Eq. 10ABAQUSTest 1Test 2.

  5.  

    www-civ.eng.cam.ac.uk/dsl/publications.html
    19 Feb 2008: 25th ESA Antenna Workshop on Satellite Antenna Technology, 18-20 September 2002, ESTEC, Noordwijk, The Netherlands. ... In Proc. 35th Structures, Structural Dynamics and Materials Conference, CP942, 18-20 April 1994, Hilton Head, SC pp 1497-1505.

  6. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: 221 21 1 22 1. 20 ( ) =. ( ) =. First, we take the above standard catenary equations and expand them in Taylor's Series up to the power of cubic. ... 4 8 12 16 20 24 28 32 36 401.0. 1.1.

  7. 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.

  8. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: led to thedevelopment of a high-lift turbine which has upto 20 per cent fewer blades and higherefficiency than previously.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: λ =Rwrin r1. 2π. 2n(20). we can substitute for λ into Equation 19 and solve for n to obtain. ... 20, 200–207, 227–233, 256–262, 279-284 (1929). [2] E. Reissner. On tension field theory.

  10. D:\Current_work\Stiffened Springback ESTEC\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: 0 20 40 60 80 100 1200. 0.5. 1. 1.5. 2. ... 0 20 40 60 80 100 120 1400. 0.5. 1. 1.5.

  11. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf
    21 Mar 2001: 4F. Y 2L tan. 2 c2Y 2L s2Z2L Y. 20 2csYLZL 2sY0ZL 2cY0YL. ... Then we substitute. a = tan1 Y02F. YB = A. ZB Z0 =A2 Y 20.

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