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1 - 10 of 31 search results for Economics test |u:www-civ.eng.cam.ac.uk where 5 match all words and 26 match some words.
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  2. Summary

    www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf
    11 Jul 2007: The test program was designed to examine the effectiveness of spirals as lateral reinforcement. ... Fig. 9 shows the shear load test comparison for the cycled and the reference beams.
  3. Loss estimation for reinforced concrete buildings: some problems

    www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf
    11 Jul 2007: 1 INTRODUCTION Experimental studies with reinforced concrete structures demonstrate that to achieve the ductility that you plan to study, the experimental test pieces have to be designed very carefully [1]. ... Microzonation study). Casualty model. Loss
  4. In situ densification as a liquefaction resistance measure for bridge …

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-coelho.html
    11 Jul 2007: Failure of these structures causes great economic losses, serious impediment to post-earthquake emergency operations and long-lasting disruption of social and economic life. ... Element tests were carried out to evaluate the performance of sand under
  5. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf
    11 Jul 2007: Thirdly, the program was used to predict the failure mode anderimental tests on concrete slabs. ... Values ranged from 0.87 in test A2 to 1.33 in test C2, with the range being between 1.04 and 1.33 for the first 11 tests.
  6. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/09eyre.pdf
    11 Jul 2007: Two different yield criteria were considered in Ref [16] both of which approximate observed results from tests on standard monolithic specimens. ... section. Using fc in lieu of Neilsen’s use of the compressive test strength (fcu ) the reinforcement
  7. Results that match 1 of 2 words

  8. Viscoelastic Behaviour of Pumpkin Balloons T. Gerngross, Y. Xu ...

    www-civ.eng.cam.ac.uk/dsl/publications/viscoelastic%20behaviour%20of%20pumpkin%20balloons.pdf
    17 Apr 2007: A n m. 1.82 104 1.63 -0.925. 3.2 Shear Test Data Option. ... Another possibility is to use the viscoelastic command in conjunctionwith shear test data, in order to generate a viscoelastic model based onexperimental data from either creep or relaxation
  9. Thusyanthan, N. I. et al. (2007). Géotechnique 57, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/182.pdf
    30 Jul 2007: After each test, photographs were taken of everyfracture surface. The fracture plane was seen to intersect oneor more tensiometers in 7 out of 17 tests. ... This. Table 2. Test programme. Type of four-pointbending test. Test Initial suctionmeasured, s9i:
  10. The lower bound theorem of plasticity cannot be used as a basis for…

    www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf
    11 Jul 2007: These relations can be found in and have been verified using published test data in [8].
  11. Soil-Pipeline Interaction at the Seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheuk.htm
    29 Nov 2007: Pipe uplift behaviour in clay was studied by a series of centrifuge tests. ... Tests were conducted in uniform silica sands with grain sizes varying over an order of magnitude and at different densities.
  12. Soil conditioning for earth pressure balance machines

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-merritt.htm
    29 Nov 2007: Index tests were performed to investigate effects of foam and polymer conditioning treatments on the undrained strength of London Clay samples. ... Tests were performed with consolidated kaolin and compacted conditioned natural clay soil samples.

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