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  1. Results that match 2 of 3 words

  2. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 Apr 2011: Eight tests using. 4. SIM and four tests using SSM were conducted at each load level. ... rs---. --. 100. yrs. -----. 1000. 0 yr. s---. --. CCTSIMSSM datafitted regression line90% PI from creep tests.
  3. TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 Aug 2001: from shearvane tests, Hamilton et al (19!31). Assuming identical vertical stresses, overconsolidation. ... of the centrifuge test the fingers came cut of contact with the tower. -.
  4. 25 Aug 2006: The first initiates somewhere in the middle of the beam at an intermediate crack and propagates outwards. ... whether these shear lap tests actually simulate the debonding mechanism of real beams.
  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. Data Report Of Three Dynamic Centrifuge Model Test On ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR206.pdf
    27 Jan 2009: The sand used in all these tests was dry. Leighton Buzzard sand 52/100 (nominal grain size 0.225mm) was used for one of these test. ... tables 6,8 and 10a,b, for tests AM-1,AM-2 and test AM-3 respectively.
  7. THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf
    17 Aug 2001: obtained from Essex (Samuels, 1975). Acid-base titration tests were also carried out. ... test,. 2. modification of the reception corner of each hinge attachment for cyclic tests,.
  8. ACM-186

    www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf
    20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... 6]. Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition, Willey.
  9. 231-2.pmd

    www-civ.eng.cam.ac.uk/cjb/papers/cp70.pdf
    10 Dec 2005: from Germany, particularly Mautner and Abeles, brought skills andknowledge of tests carried out in France and Germany. ... section in the middle, with a web whose thickness varied along the length.
  10. frprcs9Final00487

    www-civ.eng.cam.ac.uk/cjb/papers/cp83.pdf
    26 Mar 2010: FIBRE REINFORCED POLYMERS – STRENGTHS, WEAKNESSES,. OPPORTUNITIES AND THREATS. Chris BURGOYNE Department of Engineering, University of Cambridge, UK Keywords: economics, strengths, weakness, applications, design. ... So once again we are being forced
  11. D:CURRENT_WORKTSR HINGEPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf
    21 Jan 2002: A summary of allthe test results and analytical predictions is given in Table 1. ... The test results for the overall stiffness of thehinge in each component direction can be seen in Figure 7.
  12. 24 May 2005: the study to avoid damaging the RF probe. Experimental apparatus. The test beam. ... Tests showed. that eight-yarn bars had a tensile strength of 2380 MPa.
  13. Centrifuge Modelling of Upheaval Buckling

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR314.pdf
    8 May 2002: Actuator. Water. Figure 4: Schematic diagram of test apparatus. The tests reported here were carried out with the centrifuge axis vertical so that the sum of the 10g. ... Loose cyclic test: C1. 7. The monotonic tests consisted of a simple pullout where
  14. Tape Spring Large Deployable Antenna

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1601-386.pdf
    11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back.
  15. 19 Mar 2010: the design life is to apply extrapolation techniques to short-. term test data. ... 0.54 fu after 50 years. Yamaguchi et al.13 carried out creep tests.
  16. Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf
    22 Aug 2001: preliminary internal report for the purpose of generating such funds. In this report results from 1 wo centrifuge tests BET- 1 and BET-2 (Boundary Effects Test). ... the moment loading simultaneous iy in a direct shear box test, Stmud (197 1).
  17. 162_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf
    26 Mar 2010: Space does not permit here the comparisons that have been carried out with tests, but these have been done and are reported elsewhere. ... elements. By assuming that the ultimate strain of the confined concrete ( uccε ) is reached at the most confined
  18. Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf
    12 Oct 2004: shear stress. In many centrifuge tests, neither apply. Therefore shear stress is evaluated. ... curves/element test data, and is apparently better at smaller (< 0.05%) strains.
  19. Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf
    17 Aug 2001: Photographs. were taken during the model preparation, before and after each centrifuge test. ... centrifuge test. ACC 1572 however registers some movement of the transducer in the.
  20. TR305

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf
    17 Aug 2001: Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests. ... A typical early Imperial College drained test on the wet side of critical states had a duration that ensured that the pore pressure gradient from the middle to the
  21. 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.

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