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1 - 10 of 52 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 52 match some words.

  1. Results that match 1 of 2 words

  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/fischerabs.htm
    10 Aug 2004: It was found that gravity can be compensated by controlling the forces in the suspension elements to between 10% and 20% of g, however by controlling the displacements, the compensation is

  3. CUED Bridge Research - Publications

    www-civ.eng.cam.ac.uk/brg/papers/
    29 Sep 2004: Imhof,D. Probabilistic Safety Assessment of Existing Bridges. The Young Researchers' Conference, 20 March 2002, Poster Presentation: The Institution of Structural Engineers, Upper Belgrave Street, London.

  4. ACM-046

    www-civ.eng.cam.ac.uk/cjb/papers/cp66.pdf
    20 Jul 2004: 0 0.5 1 1.5 2 2.5 0. 20. 40. 60. 80. ... 7 All SIM master curves at 70% ABL. 8. 0 5 10 15 20 25 3040.

  5. reporthomo

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR330.pdf
    27 Oct 2004: Figure 20: Stress cell measurement in test BG-02 for swept sine wave. ... reach the free field effective stress levels. The final tilt was about 20.

  6. D:\Papers\Folding of composites\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf
    6 May 2004: European Journal of Mechanics A/Solids, 2001;20:23-37. 6. Table 1: Properties of fibres and resinsT300 913 914. ... 10. 20. 30. 40. 50. 60. 70. 80. Figure 5: Stress-strain response from in-plane shear test on one-ply T300/913.

  7. CUED Structures Group Theses - Chan

    www-civ.eng.cam.ac.uk/abstract/ibabs.htm
    8 Jul 2004: Even though extensive research has taken place in the last 20 years, their use has been limited to prototype structures.

  8. ACM-186

    www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf
    20 Jul 2004: 5. 0 5 10 15 20 24. -4.5. -4. -3.5. -3. ... uilt. ever. y ye. ar. 0 10 20 30 40 50 60 70 80 90 1000.

  9. ���� �������� ��� ����� �� �� ���� ��� ������ ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112_Geotechnique_No51_Issue10_835_847.pdf
    5 Jan 2004: F1 66 # - , ' < ' H 3K/ ' EK/ '! & ) - 1. 0. –5. –10. –15. –20. –25. –30. ... 20. 20. 20. 10! ;< ;< 3 :. >.> $! "#$.

  10. C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…

    www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf
    9 Apr 2004: 20 to 22 into Eq. 23, and minimiz-ing the total bending energy with respect to r yields. ... 24 and 20 into Eq. 21, and multi-plying by the arc length of the tape, Rθ.

  11. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: γ factors as low as about 0.20 arepresent, and even in the middle of the slab, where Mxy is zero,γ is as low as 0.63.

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