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1 - 10 of 28 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 27 match some words.

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  2. 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

  3. Results that match 1 of 2 words

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

    www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf
    25 Aug 2006: whether these shear lap tests actually simulate the debonding mechanism of real beams. ... RILEM Report 5, Fracture Mechanics Test Methods for Concrete, RILEM, International Union of Testing and Research Laboratories for Materials and Structures, London,

  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. Computation of Buckling Pressure of Pumpkin Balloons

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1803-983.pdf
    11 May 2006: VI. Properties of Test Balloons. The geometric and material properties of a series of experimental balloons that have been investigatedas part of the ULDB development will serve in the following as

  7. Thermo-Elastic Behaviour of Single Ply Triaxial Woven Fabric…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1899-892.pdf
    11 May 2006: To establish some facts about thebehaviour of TWF, Section III shows the results of some representative tests on flat, rectangular plates andon narrow strips. ... The specimens were clamped to a rigid support at one end and were held parallel and close

  8. Proceedings of the 5th International Conference onComputation of…

    www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf
    2 Feb 2006: the existence of intermediate configurations where the path bifurcates. In this paper, we aim to developa simple and yet efficient analysis scheme that enables a designer to test for the existence

  9. doi:10.1098/rspa.2005.1598

    www-civ.eng.cam.ac.uk/dsl/publications/Guest%20&%20Pellegrino.pdf
    2 Feb 2006: If bending and twisting are decoupled in theD matrix, then the test for positive definiteness reduces to (5.2).

  10. 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.

  11. Wrinkled membranesPart III: numerical simulations

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf
    23 Feb 2006: to reproducethe conditions that may exist at the beginning of a test. ... 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

  12. 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.

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