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51 - 60 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. TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 Aug 2001: 7. Tower Construction. (52kPa) for about 24 hours. The stre;s on the clay was then doubled every day until a uniform. ... Each of these 3 data sets are divided as. follows: From the start of each record YO shortly after 02:24 are the data caused by the

  3. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20design%20Presentation.ppt
    26 Aug 2007: Anti-clockwise moment from coins. = M x 9.8 x (1.5 1) = 24.5M. ... Equating the clockwise and anticlockwise moments gives. M = (101.5 – 17.6) / 24.5 = 3.42 grams.

  4. ABD Matrix of Single-Ply Triaxial Weave Fabric Composites A.B.H. ...

    www-civ.eng.cam.ac.uk/dsl/publications/ABD%20matrix.pdf
    5 Apr 2007: lx ly (24). The outcome of this calculation is. . Nx.

  5. 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

  6. t08-041 744..749

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf
    21 Jul 2008: Received 14 January 2008. Accepted 24 March 2008. Published on the NRC Research Press Web site at cgj.nrc.ca on 29 May 2008.

  7. Granular Matter (2010) 12:477–482DOI 10.1007/s10035-010-0212-9…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/203.pdf
    3 Aug 2011: A. Bagnold. J. FluidMech. 452, 1–24 (2002). doi:10.1017/S0022112001006577. 11. Itasca Consulting Group : P F C 3 D Version 3.1 User’s Manual.Itasca Consulting Group, Minneapolis

  8. D:\Papers\Low-cost hinge report\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: 24. 4.4 Equation for ϑ1maxIn this case, the rotations vary approximately in a logarithmic manner. ... X. Z. tape measures. original positions. K zz. 1. Figure 5.24: Definition of extensional stiffness in z-direction.

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

    www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf
    30 Jan 2005: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24).

  10. 746 McMahon, B. T. et al. (2013). Géotechnique 63, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/224.pdf
    28 Nov 2013: r2. a2þ z. 2. b2 1 (24). where a. b.The focal radius of an ellipse can be expressed as. ... b2 a2 r2f a rhð Þ2. rf rhð Þ2(27). Substituting equation (27) into the general ellipse expression(equation (24)) produces a quartic equation in terms of

  11. Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf
    17 Aug 2001: respectively, for the complex Fourier analysis’. (c) I- 24 Fourier descriptors. ... 64 -56 -48 -40 -32 -24 -16 - 8 0 8 16 2 4 3 2 40 4 8 5 6 6 4.

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