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  1. Results that match 1 of 2 words

  2. 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
  3. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf
    21 Mar 2001: TB =. 1. 24. 24b1 0 b2 0 b3 00 c1 0 c2 0 c3c1 b1 c2 b2 c3 b3. ... Figure 3.2: Equilibrium surface. 24. 0.2 0.1 0 0.1 0.2. 0.1.
  4. D:\Papers\Optimization cover plates\cover-plates-paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf
    10 Jan 2004: US Patent,. 4,942,700. July 24, 1990. [5] Hoberman C. Radial expansion/retraction truss structures. ... mization. International Journal for Numerical Methods in Engineering 1987, 24:359–. 373.
  5. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: centrifuge model earthquakes. Ph.D. Thesis. Cambridge University, U.K., pp. 24-39. Pilgrim, N.K.
  6. D:\Papers\Folding of composites\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf
    6 May 2004: FOLDING OF WOVEN COMPOSITE STRUCTURES. J.C.H. Yee and S. Pellegrino1. Department of Engineering, University of CambridgeTrumpington Street, Cambridge CB2 1PZ, UK. ABSTRACT This paper investigates one-ply and two-ply laminates made from woven T300
  7. Osman, A. S., Mair, R. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/176.pdf
    16 Nov 2006: 2.89 3.13 1.76 1.99 0.62 0.841 4.46 4.76 3.35 3.64 2.24 2.51 1.11 1.37. ... 2.72 22.450.5 9.62 9.72 6.39 6.53 3.15 3.34 0.11 0.140.75 12.10 12.24 8.88 9.06
  8. 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.
  9. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf
    4 Mar 2002: 4.5 Test SKH-17 The results of test SKH-17 are plotted in Figures 21-24. ... PPT2259. PPT6669. PPT6794. PPT6260. Max= 7.18. Min= 4.92. Max= 64.1. Min= 24.2.
  10. 254_2006_603_52_8-web 1595..160

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf
    3 Aug 2011: J. Lynch Æ M. D. Bolton ÆR. N. Taylor. Received: 18 September 2006 / Accepted: 28 November 2006 / Published online: 24 January 2007 Springer-Verlag 2007. ... for example in ethyl alcohol the double layer is re-. duced by a factor of (24.3/80)0.5 or
  11. 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

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