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51 - 60 of 333 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 333 match some words.

  1. Results that match 1 of 2 words

  2. Analysis of Earthquake Motions

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf
    17 Aug 2001: Kocaeli earthquake. For YPT and ARC signals, NS against EW were plotted for the 5-20, 20-35, 35-50. ... duration of 5-20, 20-35 and 35-50 seconds respectively. 29. Figure 3.5.2 Particle acceleration trajectories for ARC NS and EW components for.

  3. 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.

  4. TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 Aug 2001: 20 minutes. The piston was replaced by a piston fitted with an annular irathane pressure bag, in preparation. ... The -20’ to 20’ profiles. clearly indicates that the clay to the rigirlt of the tower has heaved.

  5. Soil-Structure Interaction_ver7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf
    15 Feb 2005: $$. 20. 20. )/()/(. rBrS. N Eq. 25. Where, $ is the interaction factor of all other piles with a certain pile. ... 25 is equal to. 7/1. 0. 2222. 20. 20. 20. 75.011.

  6. Space_Structures_Paper

    www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf
    14 May 2002: θ = k 1( ) α2. γ12. γ22. (20). From this equation it can be seen that if the two reduction angles are equal, then the solutionis a line parallel to that of

  7. TechRep_1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf
    26 Mar 2001: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20. ... 14 4.52 6.87 6.21. 15 4.56 6.98 7.20. Mode 8. Mode 4.

  8. The Study ofRelative Density and Boundary Effects for Cone ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf
    22 Aug 2001: 1 0. 0 4 8 1 2 1 6 20 24 2 8Corrected Prototype Depth, zpc (m). ... being 0.90. , leakage occurcd vertical stressbefore CPTStarted. 0-i I I I 1 I I 8 I I I I I 1 I0 4 8 12 16 20 24 28.

  9. A Thermally Controlled TestChamber for Centrifuge and Laboratory…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf
    17 Aug 2001: 06 9 0 (loo) 2 0 2 0 2 5 6 0 8.5 - 12.6 -20.0. ... tum6onMobtwo Contmt 46 36 26 20 14 9.9 6.9 4.7 3.1 1.9ednsa.

  10. 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.

  11. E:CURRENT_WORKDERA PROJECTSMALL SATELLITE MECHANISMSREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR190.pdf
    17 Nov 2000: 20. 3.4 Mass Estimates. 22. 3.5 Discussion. 22. 4 Deployable Reflector 24. ... Because the. concentrator panels are much lighter, only a small amount of prestress—around 20 N—would.

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