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51 - 60 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. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf
    26 Mar 2010: 0.3. 0.4. 0.5. 0.6. 0.7. 0.8. 0.9. 1. 0 50 100 150 200 250. ... 27] Wallbank, E. J., The Performance of Concrete Bridges: A Survey of 200 Highway Bridges, HSMO, London, Department of Transport, UK – G.

  3. The use of MRI to observe the structure of ...

    www-civ.eng.cam.ac.uk/cjb/papers/p49.pdf
    24 Feb 2005: A spatial resolu-. tion of about 200 m would allow the observation offractures,. ... 200. 001 10 100 1000 10000. Signal intensity First component Second component.

  4. Better understanding of Darcy’s law & Permeability in Centrifuge…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR326.pdf
    13 Oct 2003: the model at 200g. 0. 129. 200221. 0. 50100150. 200250. 0 100 200 300 400Radial distance (mm).

  5. Effect of previous cyclic axial loadson pile groups Zheming ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/217.pdf
    28 Nov 2013: 200. 0. 1000. 400. 600. 800. 200. _200. 0. 0Pile cap lateral displacement uG: m. ... 50th cycle. 200. _200. 0. 1000. 400. 600. 800. 200. _200.

  6. Optimization pumpkin balloons.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Optimization%20pumpkin%20balloons%20SMALL.pdf
    7 May 2007: 200. 100. 0. 0 0.2 0.4 0.6 0.8 1. 1st. 2nd. ... Figure 17. Comparison of CR and optimized cutting pattern at p = 200 Pa.

  7. Proceedings of the Institution ofCivil EngineersStructures and…

    www-civ.eng.cam.ac.uk/cjb/papers/p67.pdf
    19 Mar 2010: Elevation chart of the Rio-Antirion Bridge. 0 50 100 150 200 250 300 350Time: days. ... ribut. ion. /(). Tt. ii. i. 0 50 100 150 200 250 300 350Time: days.

  8. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp76.pdf
    26 Mar 2010: stress of steel are assumed as 200 kN/mm2 and 530 N/mm2 respectively.

  9. D:\Papers\Foldable composite structures-IASS\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: 4. involved 200 elements lengthwise by 30 elements widthwise. The mesh for a completetape tube hinge had a similar mesh density and hence the number of elements wasproportionally larger.

  10. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/208.pdf
    2 Aug 2011: σ0 5 kPa. 10. 25. 50100. 200. Fig. 13. Interpretation of 1g test data by superposing thenormalised theoretical and experimental curves for sand, B14.2 mm. ... σ0 5 kPa. 10. 25. 50. 100. 200. Fig. 14. Interpretation of 1g test data by superposing

  11. 10853_2008_3032_43_22-web 7091..7101

    www-civ.eng.cam.ac.uk/cjb/papers/p64.pdf
    22 Mar 2010: Test-04: In this test, data after 1,200 h were discardeddue to uncertainty about the relative humidity.

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