Search

Search Funnelback University

Search powered by Funnelback
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.
  1. Fully-matching results

  2. 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
  3. 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
  4. 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
  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. 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.
  7. Results that match 1 of 2 words

  8. 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:
  9. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 Jul 2007: Load. (kN. ). Test. Predict. Load-dis. profile - C3-20-75-20-125. 0. 200. ... Test. Predict. (a) (b). Load-dis. profile - C3-30-75-20-125. 0. 200.
  10. Behaviour of landfill systems under monotonic and earthquake loading

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html
    29 Nov 2007: Seismic behaviour of MSW was then studied by performing dynamic tests on landfill models with the model waste. ... The criteria for crack initiation in clay were investigated by performing 4-point bending tests on consolidated clay beams.
  11. CUED home page - W Huang: behaviour.html

    www-civ.eng.cam.ac.uk/dsl/research/ki206/bistable.html
    6 Nov 2007: Experiments, including Tension, bending and torsion tests are performed to characterise the behaviour of PP/Glass laminated composite.
  12. 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.

Refine your results

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.