Search

Search Funnelback University

Search powered by Funnelback
1 - 7 of 7 search results for Economics test |u:www-civ.eng.cam.ac.uk where 2 match all words and 5 match some words.
  1. Fully-matching results

  2. Concrete Bridge Assessment Using Plastic Collapse Analysis

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/
    29 Feb 2000: 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. ... Hudson tests. Kite tests. Collins tests. Antill tests. Test No. H1.
  3. 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
  4. Results that match 1 of 2 words

  5. A note on Taylor's interlocking and Terzaghi’s "true…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/GeotechNews.htm
    6 Jan 2000: Roscoe, Schofield, and Wroth (1958) used test paths to critical states to explain water content changes in drained triaxial tests and pore-pressure changes in undrained tests. ... Coulomb reports tension and shear tests on two square inch cross section
  6. E:CURRENT_WORKBI-STABLE_SHELLS_SDMPAPER_SDM.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/bistable.pdf
    8 Feb 2000: validated against experimental data from a ten-sion test and a bending test on flat plates. ... b)(a). Figure 6: Tension and bending tests on composite plates. The tension test, Fig.
  7. E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf
    27 Mar 2000: At the time of writing, tests havebeen carried out only on a 1 mmthick dish with a skirt 43 mm wide, loaded at 90 from the cuts. ... Thescatter in the displacements measured belowP = 8 N suggests that —despite the use of steelguides— there is still
  8. University of Cambridge Department of Engineering Vibration of…

    www-civ.eng.cam.ac.uk/dsl/publications/KukaMPhil.pdf
    25 Sep 2000: 5.1 Introduction. 43. 5.2 Experimental Set-up. 45. 5.2.1 Test Specimen. 45. ... 40. 5.1 Membrane test model. 46. 5.2 Schematic diagram of experimental set-up for impulse excitation.
  9. E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf
    28 Mar 2000: To test for the existenceof the i-th path, we consider the finite-amplitude displacementR0 Umβiδ and then iterate,as explained in Section 3.2, to eliminate any strain in the

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.