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21 - 40 of 187 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 187 match some words.

  1. Results that match 1 of 2 words

  2. report_final.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf
    21 Mar 2001: 4.3. Phase III Results 24. 200 N/m. (a) 8 ribs. 200 N/m. ... Phase III Results 26. 200 N/m. (a) Linear Analysis. 200 N/m.

  3. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: y(mm)220200. Before-. 180 Afkr160 - -140. ig ( , , / , , yATntTy; /- 80-240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280.

  4. Zurich2010_monopile_final

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/198.pdf
    3 Aug 2011: at 200 N, confirming that the centrifuge stop-start cycle had no influence on the results. ... 0 0.2 0.4 0.6 0.8 1-50. 0. 50. 100. 150. 200.

  5. p96s41.PDF

    www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf
    19 Jan 2001: Technora fiber 1.39 Technora 73.0 4.6 3400 100. Steel (high-yield). 7.8 N/A 200 10.0 650 N/A. ... 6). The section sizes (100 x 200 x 2800 mm) and prestresslevels were the same in all cases, but the extent and distributionof the bond between the concrete

  6. Author's personal copy Fracture mechanics of plate debonding:…

    www-civ.eng.cam.ac.uk/cjb/papers/p70.pdf
    8 Apr 2011: rounded)150 200 200 163 37 308 308 30 31 540 540 1.3 195 167 2.0 11.0. ... crushed)N/A 200 200 152 20 141.8 141.8 20 54.8 540 540 0.45 90 138 2.0 4.8.

  7. D:\Papers\Amplitude_of_wrinkles\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf
    3 Jun 2002: Wrinkle Amplitudes 11. 0 100 200 300 400-0.8. -0.4. 0. 0.4. ... 20, 200–207, 227–233, 256–262, 279-284. Wong,Y.W. (2000) Analysis of Wrinkle Patterns in Prestressed Membrane Structures.M.Phil.

  8. 1 INTRODUCTION Delayed failure of embankments and cut slopes ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/123_CCM_191_197.pdf
    2 Oct 2001: 180. 200. 220. 240. 260. 280. 5mm. Horizontal distance, mm. only small deformations were observed. ... 120. 140. 160. 180. 200. 220. 240. 260. 280. 10mm. Horizontal distance, mm.

  9. D:\Papers\Rigid Deployable Array TR\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf
    7 Jul 2004: 100. 200. 300. 400. 500. 600. 700. 800. 900. 1000. offset = 14 mm. ... 2 900 2 6000. 10 310 2.2 2400. 12 200 8 1060.

  10. Micromechanical Models for Bending Behavior of Woven Composites

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2264.pdf
    17 May 2005: Such estimates can result in errors of up to 200% in the maximumbending strains or stresses, and up to 400% in the bending stiffnesses. ... 0. 100. 200. 300. 400. 500. 600. 0.00 0.20 0.40 0.60 0.80 1.00 1.20.

  11. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 Nov 2013: Thesetrends have been supported by larger datasets includingover 200 vane shear test (VST) data and over 200 la-boratory strength data (Mayne, 2012).

  12. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: To prevent distortions undergravity and to provide a stiff attachment point, thehub of diameter 200 mm was also reinforced. ... 0 40 80 120 160 200 240 2800. 0.05. 0.1. 0.15.

  13. Qing XuCapita Symonds,East Grinstead, UK Chris BurgoyneDepartment of…

    www-civ.eng.cam.ac.uk/cjb/papers/p54.pdf
    20 Dec 2005: pera. ture. varia. tion. Time: days40 60 80 100 120 140 160 180 200 220 240. ... 20 40 60 80 100 120 140 160 180 200 220.

  14. E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf
    27 Mar 2000: Note that the stresses in the wholeof the reflector, apart from two small regions near the cuts in the skirt that open out, are wellbelow 200 N/mm2. ... 50. 100. 150. 200. 250. 300. 350. 400. 2 cuts. 4 cuts.

  15. C i V i L e n g I ...

    www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf
    22 Mar 2010: What do you think?If you would like to comment on this paper, please email up to 200 words to the editor at journals@ice.org.uk.

  16. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf
    12 Jul 2007: The ratios of steel required from SLS to ULS condition varies with the loading regime and could be in the order of 100 to 200% for some cases.

  17. D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf
    22 Mar 2002: 0 200 400. 0. 1. 2. 3. x (mm)CrestTroughTransition. (1-5). (6)(7). ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d).

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

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: 0 40 80 120 160 200-200. 0. 200. 400. 600. 800. ... 18. 0 40 80 120 160 200-200. 0. 200. 400. 600.

  19. 10853_2006_1360_42_8-web 2867..

    www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf
    10 Sep 2008: 7000.758 28,500 89,2000.746 32,500 91,0000.730 35,200 92,9001.074 47,300 13,50000.796 31,500 90,5000.796 31,200

  20. THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf
    17 Aug 2001: p’=200 kPa (at A), (ii) isotropic unloading to p’=lOO kPa at B, (iii) shearing during. ... Fig.6. Stiffness-strain curve for Gault Clay. 800. s6 600. 400. 200.

  21. Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf
    22 Aug 2001: sl. z 0.2. 5u 0.1 1. 0 100 200 300 400. ... Hz]. 0.15 - (. G O.l-. zu 0.05 - 10 100 200 300 400.

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