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1 - 8 of 8 search results for Economics middle test |u:www-civ.eng.cam.ac.uk where 0 match all words and 8 match some words.

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

    www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf
    25 Aug 2006: The first initiates somewhere in the middle of the beam at an intermediate crack and propagates outwards. ... whether these shear lap tests actually simulate the debonding mechanism of real beams.

  3. NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...

    www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf
    17 Feb 2006: Displacement (mm). Fo. rce. (N. ). Test. Abaqus. Figure 12: Response to horizontal tip loads. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Figure 13: Response to vertical tip loads.

  4. Ground Movement Predictions for Braced Excavationsin Undrained Clay…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/165_2005_Vol132_No4_465_477.pdf
    12 Oct 2006: Vaterland 1, Oslo. Vaterland 1 is one of several test sections on the Oslo SubwaySystem. ... The writers show thatthe undrained DSS test gives good displacement predictions.Since triaxial tests are more commonly available in practice, fur-ther

  5. Tape Spring Large Deployable Antenna

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1601-386.pdf
    11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back.

  6. Yetginer, A. G., White, D. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf
    12 Oct 2006: Load test results from jacked pilesinstalled closer than this recommended minimum spacingare presented. ... Fig. 1. Maintained load tests on square and circular cellfoundations! "! #. $ %#&. '&(). (%. &(. , (. (-. $ '. Fig. 2. Ground conditions at test

  7. Wrinkled membranesPart I: experiments

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p02-p.pdf
    23 Feb 2006: All test results presented in this section were obtained on 380 mm widemembranes with a height, between the supports, of 128 mm. ... Laser scanning frame. 3.2. Shear test apparatus. 3.3. Square membrane apparatus.

  8. Physics of Liquefaction Phenomenaaround Marine Structures M. B. de ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/169_ASCE_2006_132_4_de_groot.pdf
    15 Aug 2006: Also the stress path, i.e., therelationship between the different components of the effectivestress, is an interesting result of an undrained test, whereas it isusually imposed in dry tests. ... The result of an undrained test can, in principle, be

  9. Wrinkled membranesPart III: numerical simulations

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf
    23 Feb 2006: 5.1.1. Initial imperfections. Many different combinations of eigenmodes and scal-ing factors were considered to test the sensitivity of the results of the detailedwrinkling analysis. ... Because the wrinkles can most easily reorganise themselves in the

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