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241 - 250 of 430 search results for Economics test |u:www-civ.eng.cam.ac.uk where 31 match all words and 399 match some words.

  1. Results that match 1 of 2 words

  2. D:\Current_work\Stiffened Springback ESTEC\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: 2.5. 3. 3.5. 4. 4.5. FE simulation. Displacement (mm). For. ce (. N). Test 1. Test 2. Figure 8: Comparison of two tests on Config-uration A dish with ... Test 2. Figure 9: Comparison of two tests on Config-uration B dish with FE analysis.

  3. GEOTECHNICAL CENTRIFUGEDEVELOPMENT CAN CORRECT A SOIL MECHANICS ERROR …

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR308.pdf
    17 Aug 2001: Drum centrifuges were developed in Cambridge to reduce the cost of centrifuge tests, and toimprove the accuracy and reduce the labour and the time needed for any one test series. ... So for series of tests the walls of the model container arerelatively

  4. TR305

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf
    17 Aug 2001: Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests. ... The early stages of such tests took place relatively quickly and drainage was poor.

  5. Lrs Vs 01.~ 01 I ~ I I ~l ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR06.pdf
    7 Jul 2009: structures,ie. test embankments. In certain cases nature has. already carried out full scale tests in the form of natural slope. ... tests produce valuable compaJ;:"isons between theOrY and "exl?eriment 11 ,. (e.g.

  6. D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf
    18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... Comparison with Sewall’s Experiment. The third test case was based on one of the tests re-ported in Ref.

  7. D:\Papers\Rigid Deployable Array TR\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf
    7 Jul 2004: The measurements from two nominally identical tests, both beginning with the rotation set. ... Table 3.1: Parameters for Schultheiss (2003) deployment test. Root Hinge Panel-Panel Hinge.

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR326.pdf
    13 Oct 2003: Water levels at A and D need to be maintained. as in the 1g test. ... Singh and Gupta (2000) confirm this by. similar tests (falling head rather than constant head).

  9. Zurich2010_monopile_final

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/198.pdf
    3 Aug 2011: Table 1. Information on cyclic lateral load tests. __________________________________________________ Test Min. ... Table 2. CN values for different cyclic lateral load tests. __________________________________________________ Test Load amplitude

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

    www-civ.eng.cam.ac.uk/cjb/papers/p49.pdf
    24 Feb 2005: forced concrete samples can be imaged, while the third5. reports on tests on a reinforced concrete beam loaded. ... and some of the other images is an artefact of the test.

  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

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