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171 - 180 of 430 search results for Economics test |u:www-civ.eng.cam.ac.uk where 31 match all words and 399 match some words.

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  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/fischerabs.htm
    10 Aug 2004: Gravity Compensation of Deployable Space Structures. Annette Fischer. Abstract:. Gravity compensation suspension systems are essential to support space structures during tests on Earth, but also impose constraints on the structures that ... A

  3. Data Report Of Three Dynamic Centrifuge Model Test On ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR206.pdf
    27 Jan 2009: The sand used in all these tests was dry. Leighton Buzzard sand 52/100 (nominal grain size 0.225mm) was used for one of these test. ... tables 6,8 and 10a,b, for tests AM-1,AM-2 and test AM-3 respectively.

  4. Cam Middleton: Research

    www-civ.eng.cam.ac.uk/struct/crm/research.html
    3 Nov 2010: These tests have included a series of half-scale beam-and-slab bridge tests funded by EPSRC and the Highways Agency and 20 scale models of concrete bridges.

  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/mandalabs.htm
    25 Nov 1998: line through the large quantity of test data in the literature has also a slope of approximately 1.5. ... The most obvious explanation of the difference is that the open-topped shells in the present study are Ôstatically determinateÕ, whereas the usual

  6. Concrete Bridge Assessment Using Plastic Collapse Analysis…

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/plaintbl.html
    12 Aug 1998: Hudson tests Kite tests Test No. H1 H2 H3 H4 K1 K2 K3 K4 Ptest (kN) 29.2 28.3 27.9 19.0 23.4 23.5 24.1 ... 1.05 1.18 1.28 Collins tests Antill tests Test No.

  7. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: A physicalmodel is built to analyse the feasibility of the concept and to test various deploy-ment schemes. ... A physicalmodel is built to analyse the feasibility of the concept and to test various deploymentschemes.

  8. 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

  9. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hackabs.htm
    10 Nov 2003: behaviour. Quasi-static and dynamic tests show significant non-linear coupling between piezoelectricity and the applied stress.

  10. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/agyeiabs.htm
    10 Nov 2003: Expansive cement anchorage system was used to grip the tendons. Using this anchorage system, a tensile test was carried out to determine the efficiency of the system and thus set a

  11. CUED Structures Group Theses - Olonisakan

    www-civ.eng.cam.ac.uk/abstract/akinabs.htm
    10 Nov 2003: The theoretical predictions are validated against the results of laboratory tests on reinforced concrete slab models, with limited lateral restraint stiffnesses, subjected to uniform or simulated uniform transverse loading.

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