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1 - 10 of 43 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 42 match some words.

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  2. 1 Author’s contact details: R. J. Lock, Graduate Engineer, ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf
    22 Jun 2003: Of the seven embedded wall tests, one test was. test using a rough wall. ... consistently, but this test serves to illustrate the detrimental effects of placing poorly.

  3. Results that match 1 of 2 words

  4. CUED Structures Group Theses - Lancaster

    www-civ.eng.cam.ac.uk/abstract/erlabs.htm
    10 Nov 2003: A few tests were carried out with dents formed under non-zero pressure. ... From comparison of the full-size and small-size tests, the importance of initial cracks was established.

  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hicksabs.htm
    10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Two specific longitudinal splitting modes were experienced in the new tests, which were strongly influenced by the arrangement of the stud connectors

  6. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/jskabs.htm
    10 Nov 2003: The method is less empirical and the predictions show good agreement with a wide range of test results from various sources. ... The proposed method for predicting the punching shear strength of laterally restrained slabs is shown to give good

  7. CUED Structures Group Theses - Lees

    www-civ.eng.cam.ac.uk/abstract/jmlabs.htm
    10 Nov 2003: Preliminary development work was required to determine a means of pre-tensioning the FRP tendons and to elucidate the parameters to be used in the design of the main experimental test ... In the main test series pre-tensioned concrete beams were cast

  8. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/apdabst.htm
    10 Nov 2003: The modal parameters are identified through the use of a numerical model verified by modal tests that have been carried out on the actual structure. ... The system has been successfully demonstrated on the test structure in which disturbances are

  9. www-civ.eng.cam.ac.uk/cjb/papers/cp23.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp23.pdf
    11 Aug 2003:

  10. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/loweabs.htm
    13 Nov 2003: The experimental tests demonstrated that reinforced concrete beam-and-slab decks might be capable of carrying additional load beyond this point. ... Post-test NLFE analyses were also carried out using more rigorously defined tension stiffening curves as

  11. 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).

  12. Crack-based analysis of concrete with brittle reinforcement T. J. ...

    www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf
    28 Feb 2003: cylinder test.3. Thus, f C differs from the concrete. strength found in design codes. ... 7. NANNI A., BAKIS C. E. and BOOTHBY T. E. Test methods for.

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