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21 - 30 of 333 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 333 match some words.

  1. Results that match 1 of 2 words

  2. 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.

  3. 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.

  4. Concrete Bridge Assessment Using Plastic Collapse Analysis…

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/plaintbl.html
    12 Aug 1998: 7 PCOBRAS (kN) 24.5 25.3 23.0 17.2 22.5 22.3 20.5 17.7 Ptest/PCOBRAS 1.19 1.12 1.21 1.10 1.04 ... 15 6.10 7.5 40 16 5.40 7.5 40 17 2.48 17 40 18 3.29 17 40 19 7.62 38 40 20 3.00

  5. 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.

  6. Observation of flexural cracks in loaded concrete beams using ...

    www-civ.eng.cam.ac.uk/cjb/papers/p52.pdf
    24 May 2005: The shear link spacing was 20 mm. throughout, with inclined stirrups over the loading re-. ... a 20 mm overlap. The concrete in the beam was cured under water for.

  7. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: be N 0:8, b3 20 and N ÿ0:35, b3 10, respec-tively. ... equations based on the longitudinal equilibrium. FiBRA, N 5 0.8, b3 5 20.

  8. Paper Format Guidelines

    www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf
    30 Mar 2010: 2 0 20. 20. 40. Residuals (decades ). Freq. uenc. y. ... Histogram. -2 0 20. 0.5. 1. Res iduals (decades)Pro. babi. lity.

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

    www-civ.eng.cam.ac.uk/cjb/papers/p54.pdf
    20 Dec 2005: The monolithic (20-day). value (point A in Fig. 8) alters immediately to B when the. ... 6. The first stage,. which becomes self-supporting at 20 days, is statically.

  10. A fracture-mechanics model for debonding of external fibre reinforced …

    www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf
    25 Aug 2006: 20. 30. 40. 50. 60. 70. Curvature. App. lied. mom. ent (. kNm. ). Proposed modelExperimental (Beam A3.1 Reference [7]). Figure 3. Energy in flexure Figure 4.

  11. Characterisation of long term behaviour of polyester fibres and fibre …

    www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf
    27 Mar 2010: The characterisation was performed at different scales, from that of the approximately 20 micron-diameter fibres to an assembled rope of several hundred tons breaking load. ... The method should prove very useful for applications like offshore mooring

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