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1 - 10 of 31 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 31 match some words.

  1. Results that match 1 of 2 words

  2. A Mass Flux and Partitioning Tracer Concept for DNAPL Source Zone…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-page.htm
    29 Nov 2007: In all simulations and tank tests, PITT-based PCE volume estimates showed wide ranges of accuracy, ranging from 70% under prediction to 20% overprediction.

  3. The lower bound theorem of plasticity cannot be used as a basis for…

    www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf
    11 Jul 2007: 0. 100. 200. 300. 400. 500. 0 10 20 30 40 50 60 70 80 9. ... 0. 100. 200. 300. 400. 500. 600. 700. 800. 0 10 20 30 40 50 60.

  4. W1 S1: Stadium Roof Design – Design Decisions Top ...

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decisions%20Student%20Handout.doc
    2 Jul 2007: 8. 8. 10. 8. Tension Structure. 80. 45. 10. 20. 8. ... Quality of grass. Opaque. 10. 5. Translucent. 15. 25. Combination. 20.

  5. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 Jul 2007: Load. (kN. ). Test. Predict. Load-dis. profile - C3-20-75-20-125. 0. 200. ... 60. 80. 100. 120. 140. 0 20 40 60 80 100 120 140.

  6. Summary

    www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf
    11 Jul 2007: 20. 40. 60. 80. 100. 120. 140. 160. 180. Mid-span Deflection (mm). ... 20. 30. 40. 50. 60. 70. Mid-span Displacement (mm). Cyc. lic L.

  7. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf
    12 Jul 2007: The structure is designed to take a live load of 15 to 20 kN/m2. ... 77, No. 9, May 1999, pp 20-26. 2.1 History. 2.2 Approach Adopted in Current Study.

  8. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20design%20Presentation.ppt
    26 Aug 2007: Capacity : 20,000. Built in : 2005. P29. www.liberty-stadium.com/. Cantilever Roof Design. ... Difference = (20 – 19.3) / 19.3 = 3.6 %. Does this confirm the earlier calculation?

  9. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/04braestrup.pdf
    11 Jul 2007: capacity only, leading to the yield condition: - M’F(φ) Mn MF(φ) (2) This is called the ‘normal moment criterion’, Kemp [20], and the one-dimensional ‘yield surface’ is visualized ... 20] Kemp, K.O., “A Lower Bound Solution to the Collapse

  10. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/06clyde.pdf
    11 Jul 2007: Furthermore the cover of the 100 mm beam is 20 mm and it only increases to 80 mm for the 3m beam thus further reducing the relative distance of the centroid

  11. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decisions%20Presentation.ppt
    26 Aug 2007: Opening/closing time of 20 minutes. 27000m2 of fixed roof. 8960m2 of closing roof.

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