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Did you mean economiespast |u:www-civ.eng.cam.ac.uk?
1 - 10 of 59 search results for Economics test |u:www-civ.eng.cam.ac.uk where 4 match all words and 55 match some words.

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  2. Behaviour of rigid foundation in layered soil during seismic…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ghosh.htm
    31 Mar 2004: In this work, a series of dynamic centrifuge tests were performed on a rigid foundation supporting a containment structure. ... The model test data obtained from the present centrifuge tests can be used to improve the design of the foundation of a high

  3. ACM-186

    www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf
    20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... 6]. Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition, Willey.

  4. Burgoyne

    www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf
    20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression.

  5. Tunnelling-induced ground and building movement on the Jubilee Line…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-choy.htm
    22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved. ... Distinct soil failure zones were identified at the end of the tests, i.e.

  6. Results that match 1 of 2 words

  7. CUED Structures Group Theses - Chan

    www-civ.eng.cam.ac.uk/abstract/ibabs.htm
    8 Jul 2004: Fibre-reinforced-polymers versus steel in concrete bridges: Structural design and economic viability. ... Thus if a bridge is to be repaired the speed rather than the material cost is of economic importance.

  8. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/kjabs.html
    19 Oct 2004: This loading was followed by a static shear test with low moment at the hinge position. ... the cyclic imposed–deformation tests, and the residual shear strength was appreciably greater.

  9. reporthomo

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR330.pdf
    27 Oct 2004: The test series. involved 4 saturated tests and their general configuration is presented in Table 1. ... Figure 6 shows. the post-test observations for tests BG-02 and BG-03.

  10. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/fischerabs.htm
    10 Aug 2004: Gravity Compensation of Deployable Space Structures. Annette Fischer. Abstract:. Gravity compensation suspension systems are essential to support space structures during tests on Earth, but also impose constraints on the structures that ... A

  11. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/alwisabs.html
    9 Jan 2004: The SIM method seems promising as it shows repeatability when a number of tests are carried out.

  12. Tunnelling-induced ground and building movement on the Jubilee Line…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheng.htm
    5 Jul 2004: The DEM crushable soil was made of numerical agglomerates. Element test data was produced that covered a large range of stresses and densities, using five constant-value micro-parameters. ... Modelling the statistical strengths of these agglomerates

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