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1 - 10 of 13 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 12 match some words.
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  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wmsabst.htm
    2 Dec 1998: From the tests conducted, it was found that the GRP enclosure significantly enhanced the behaviour of the composite structure in global bending and torsion. ... Results from the program compared well with published test and other theoretical data, and
  3. Results that match 1 of 2 words

  4. CUED home page - W Huang: behaviour.html

    www-civ.eng.cam.ac.uk/dsl/sma/behavior.html
    21 Jul 1998: DSC tests;. tension tests at different constant temperatures;. tension tests with different strain rates;. ... Phenomenological constitutive model. A phenomenological constitutive model based on two kinds of tests (the standard tension test, carried out
  5. CUED home page - W Huang: report1.html

    www-civ.eng.cam.ac.uk/dsl/sma/report1.html
    21 Jul 1998: These tests are the standard tension test, carried out at different constant temperature, and the thermal cycling test under different constant loads. ... Two additional tests are carried out, the Differential Scanning Calorimeter test, which determines
  6. thesis

    www-civ.eng.cam.ac.uk/dsl/sma/thesis.html
    21 Jul 1998: Torsional tests, thermal cycling under different torques, and normal tension and thermal cycling tests were carried out on Nitinol bar with diameter of 6.5 mm. ... We present a phenomenological model which is based on tension test, carried out at
  7. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Whuangabs.htm
    18 Nov 1998: Torsional tests, thermal cycling under different torques, and normal tension and thermal cycling tests were carried out on Nitinol bars with diameter of 6.5 mm. ... We present a phenomenological model which is based on the tension test, carried out at
  8. 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.
  9. CUED Structures Group Theses - Ibell

    www-civ.eng.cam.ac.uk/abstract/tjiabs.htm
    23 Sep 1998: To provide a basis against which such theoretical models could be validated, a series of tests on concrete prisms, with and without steel reinforcement, and strip-loaded through rigid plates, was ... The method was shown to be capable of predicting both
  10. CUED home page - W Huang: actuator.html

    www-civ.eng.cam.ac.uk/dsl/sma/actuator.html
    21 Jul 1998: Several tests were carried out on this one-way actuator, both in the one-disk and three disk configurations. ... Working torques used in the test varied from -0.2 Nm to 0.62 Nm.
  11. 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
  12. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/memeabs.htm
    17 Nov 1998: shells. The work begins with the simpler case of the cylindrical shell and encompasses tests on a range of simplified models that have been proposed in the literature, but which have

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