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1 - 10 of 11 search results for KaKaoTalk:vb20 200 |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. Proceedings of the 5th International Conference onComputation of…

    www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf
    2 Feb 2006: 100. 120. 140. 160. 180. 200. θ1 (deg). θ2 a. nd θ.

  3. two-column lay out Millpress

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/163_ICSMGE_OSAKA_2005_Vol2_1685-1688.pdf
    18 Jan 2006: 50. 100. 150. 200. 250. 300. Pipe. CD. Figure 1. Experimental apparatus and example displacement vector field. ... 200. 250. 300. Incremental vertical soil displacement along centre line/Increment pipe displacement.

  4. Wrinkled membranesPart I: experiments

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p02-p.pdf
    23 Feb 2006: 18 Y. WESLEY WONG AND SERGIO PELLEGRINO. 0 50 100 150 200-1. ... 20, 200–207, 227–233, 256–262, 279-284. [Wong 2003] Wong, Y. W., 2003.

  5. Osmanconf32a6

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/147_ICSFF_Singapore_2004_559_568.pdf
    25 Jan 2006: 15. 20. -200 0 200 400. Bending moment (kNm). Dep. th (m. ).

  6. Thermo-Elastic Behaviour of Single Ply Triaxial Woven Fabric…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1899-892.pdf
    11 May 2006: 1,1520-strip 34,975 25,72890-strip 27,295 19,200.

  7. Osmanconf32a33

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/148_ICSFF_Singapore_2004.pdf
    25 Jan 2006: The undarined shear strength of London Clay increase with depth form 75-200 kPa.

  8. Wrinkled membranesPart III: numerical simulations

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf
    23 Feb 2006: Principal midplane stresses across section A-A of mem-brane in shear. 0 200 400. ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d).

  9. Yetginer, A. G., White, D. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf
    12 Oct 2006: Yetginer, A. G., White, D. J. & Bolton, M. D. (2006). Géotechnique 56, No. 5, 349–354. 349. Field measurements of the stiffness of jacked piles and pile groups. A. G. Y E T G I N E R , D. J. W H I T E † a n d M. D. B O LTO N †. KEYWORDS:

  10. A Numerical Approach to the Kinematic Analysis of Deployable ...

    www-civ.eng.cam.ac.uk/dsl/publications/Numerical_approach.pdf
    20 Mar 2006: In each simulation, the. structure was moved along its kinematic path in 200 steps, starting from the fully-folded con-.

  11. Computation of Buckling Pressure of Pumpkin Balloons

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1803-983.pdf
    11 May 2006: 2. 1. 0. -1. 0 100 200 300 400. 3up3down. 4up4down5up5down.

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