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41 - 50 of 88 search results for Economics middle test |u:www-civ.eng.cam.ac.uk where 4 match all words and 84 match some words.
  1. Results that match 2 of 3 words

  2. D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf
    18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... Comparison with Sewall’s Experiment. The third test case was based on one of the tests re-ported in Ref.
  3. Environmental effects on cover cracking due to corrosion

    www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf
    4 Aug 2010: 35]. Morelong term corrosion tests are needed to establish relationshipsbetween corrosion rates and environmental properties. ... 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability.
  4. D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf
    29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads.
  5. Wrinkled membranesPart I: experiments

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p02-p.pdf
    23 Feb 2006: All test results presented in this section were obtained on 380 mm widemembranes with a height, between the supports, of 128 mm. ... Laser scanning frame. 3.2. Shear test apparatus. 3.3. Square membrane apparatus.
  6. D:\Papers\Low-cost hinge report\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: To cross-head. To baseof Instron. Figure 5.2: Kxx test set-up. Prediction of Rolamite Stiffness. ... ess. N/m. m2. E=13200. Figure 5.10: Stiffness test on coated wire used in hinge.
  7. 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:
  8. D:\Current_work\CRTS Reflectors\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf
    27 Aug 2002: Simple equilibrium considerations lead torelationships between the tension in the middle of cord i, Ti, the sag of cord i, si, and the sag of cord i 1,si1, etc. ... This was probably due to the damage mentioned above. This test confirmed a conclusion
  9. 20 Mar 2000: Fig. 1: Bonded plates on test beams. 2 Reports Structural Engineering International 4 / 99. ... time.Similarly, the use of GFRP compositesfor complete structures is proving tobe economic when there are access dif-ficulties for building conventionalheavy
  10. jbmr0811763 1808..1818

    www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf
    19 Mar 2010: To test for case-control differences between groups, distributions were firsttested for normality, and generally a Wilcoxon test wasused. ... To test forhip fracture case-control differences, repeated-measuresMANOVA was used with and without age
  11. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment. ... γ factors as low as about 0.20 arepresent

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