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Did you mean economiespast |u:www-civ.eng.cam.ac.uk?
21 - 30 of 43 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 42 match some words.

  1. Results that match 1 of 2 words

  2. T:ISSUESSPRINGER@35_GM�_4�6@35046.DVI

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/92_Granular_Matter_No2_vol4_179_187.pdf
    8 Dec 2003: Fig. 9. Results of oedometer tests on the uniformly-gradedand well-graded soils. ... 1995)15. BS 1377, Methods of test for soils for civil engineering pur-.

  3. E:/Diplomarbeit/Latex/Thesis.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: These systems can host test structures ofalmost unlimited size even when motion exists. ... disadvantage.However, the range of possible dimensions of test articles is almost unlimited.

  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/tanabst.htm
    7 Nov 2003: Modal tests are carried out on the mast to establish the variation of modal parameters with prestress levels, input force amplitudes, and gravity orientation. ... The dynamic model is validated against the experimental observations from the modal tests.

  5. CUED Structures Group Theses - Kwan

    www-civ.eng.cam.ac.uk/abstract/kwanabs.htm
    13 Nov 2003: Tests on the length and shape accuracy of the mast have also been performed and recorded. ... Collectively, these tests showed some important characteristics of the proposed mast.

  6. CUED Structures Group Theses - Ashour

    www-civ.eng.cam.ac.uk/abstract/afaabs.htm
    10 Nov 2003: A series of tests on reinforced concrete continuous deep beams was performed to aid in the development of such models. ... Present codes of practice (ACI 318-89 and CIRIA Guide 2) for continuous deep beams showed little agreement when compared to test

  7. p1aper1003.dvi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf
    15 Oct 2003: Its originality lies in two. main points: firstly, we use original test conditions. ... a few tests (e.g. test no1 for dry sugar at ε̇a = 0.16 %/sec).

  8. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wattabs.html
    12 Dec 2003: Analyses of the deployment moment, buckling moment and. stiffness are made and then compared to experimental tests. ... measured from experimental tests. A review of damping methods used in deployable structures and their applicability to structures with

  9. CUED Structures Group Theses - El-Sheikh

    www-civ.eng.cam.ac.uk/abstract/aiesabs.htm
    10 Nov 2003: A series of full-scale tests has been carried out on three double-layer square-on-square space trusses including two non-composite and one composite truss. ... A series of tests was also carried out on CSF nodes and splices in order to develop a

  10. SDM2003_1978.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf
    28 Feb 2003: To test the manufacturing and deployment procedures,four demonstrator masts were built at various stages inthe development process.

  11. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/leungabst.htm
    13 Nov 2003: In order to illustrate the accuracy of the present model, a series of compression tests on concrete specimens with either single spiral or interlocking spirals were carried out, and good consistency

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