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1 - 10 of 11 search results for Economics middle test |u:www-civ.eng.cam.ac.uk where 1 match all words and 10 match some words.

  1. Fully-matching results

  2. Bolton_DFI_2010_keynote_lecture_preprint

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf
    3 May 2010: c mob/cu. Figure 1 Normalisation of shear stress-strain curves from cyclic torsional tests on clays. ... accounted for if the data of compression and extension tests were separately available.

  3. Results that match 2 of 3 words

  4. 162_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf
    26 Mar 2010: Space does not permit here the comparisons that have been carried out with tests, but these have been done and are reported elsewhere. ... elements. By assuming that the ultimate strain of the confined concrete ( uccε ) is reached at the most confined

  5. 700005 1..14

    www-civ.eng.cam.ac.uk/cjb/papers/p61.pdf
    22 Mar 2010: lowest upper bound. He has conducted many tests to. show that, despite being an upper bound, his predic-. ... middle strips’, but these requirements are designed to. prevent early cracking of the slab and are not required.

  6. Chris Burgoyne Research Page

    www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html
    12 Oct 2010: It has been concluded that the Stepped Isothermal Method can be used to produce test results in reasonable time scales. ... With terminations at both ends of a rope in a tension test, the rope normally breaks away from the termination.

  7. Direct tension test to simulate bond behaviour between FRP plate and…

    www-civ.eng.cam.ac.uk/cjb/papers/cp87.pdf
    27 Mar 2010: These bond tests also neglect the effects from the presence of steel bars. ... COMPARISON BETWEEN FRP BOND CONDITIONS IN BOND TEST AND BEAM IN BENDING IC debonding starts at the level of the FRP from a cracked section somewhere in the middle of the

  8. Environmental effects on cover cracking due to corrosion

    www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf
    4 Aug 2010: 35]. Morelong term corrosion tests are needed to establish relationshipsbetween corrosion rates and environmental properties. ... 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability.

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

    www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf
    26 Mar 2010: But bent pultrusions will never be economic. 4.4 Internal confinement for compression. ... 31] Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition,.

  10. frprcs9Final00487

    www-civ.eng.cam.ac.uk/cjb/papers/cp83.pdf
    26 Mar 2010: FIBRE REINFORCED POLYMERS – STRENGTHS, WEAKNESSES,. OPPORTUNITIES AND THREATS. Chris BURGOYNE Department of Engineering, University of Cambridge, UK Keywords: economics, strengths, weakness, applications, design. ... So once again we are being forced

  11. jbmr0811763 1808..1818

    www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf
    19 Mar 2010: To test for case-control differences between groups, distributions were firsttested for normality, and generally a Wilcoxon test wasused. ... To test forhip fracture case-control differences, repeated-measuresMANOVA was used with and without age

  12. Proceedings of the Institution ofCivil EngineersStructures and…

    www-civ.eng.cam.ac.uk/cjb/papers/p67.pdf
    19 Mar 2010: the design life is to apply extrapolation techniques to short-. term test data. ... 0.54 fu after 50 years. Yamaguchi et al.13 carried out creep tests.

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