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1 - 10 of 36 search results for katalk:PC53 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 36 match some words.

  1. Results that match 1 of 2 words

  2. SDM04.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf
    31 Mar 2004: Resulting in λ = 7.11 104and a corresponding fundamental natural frequency of0.24 Hz.†.

  3. Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10

    www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf
    19 Apr 2004: cossin. ψψ. =. b (24). where ψ is the angular orientation of b and ranges π. ... Expanding Equation (23) with Equation (24) and writing the result in matrix form gives the stiffness in the ψ direction TKψ = b Kb (25) where.

  4. D:\Papers\Rigid Deployable Array TR\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf
    7 Jul 2004: 62 200 16.28 277. 90 273 24.8 177. - - 60.4 215. - - ... cannot be used to analyse this effect. 24. 3.2 Simulation with Pro/Mechanica.

  5. BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf
    6 Jan 2004: 72 BOLTON. zo-. 16-. Empwxil relatmn (11). 0 4 8 12 16 20 24!

  6. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: 24|The Structural Engineer – 6 January 2004. paper: burgoyne. Fig 10 shows the load factor that should be applied to theexternal load so that the bottom steel is sufficient to carry

  7. 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: 24 and 20 into Eq. 21, and multi-plying by the arc length of the tape, Rθ. ... 24. • The steady-state moments for equal and oppositesense bending of a folded tape spring are given byEqs.

  8. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf
    5 Jan 2004: The Role of Micro-Mechanicsin Soil Mechanics. M.D.Bolton. CUED/D-Soils/TR313September 2000. Presented at the International Workshop on Soil CrushabilityYamaguchi University, Japan, July 1999. 1. The Role of Micro-Mechanics in Soil MechanicsMalcolm

  9. CUED Bridge Research - Publications

    www-civ.eng.cam.ac.uk/brg/papers/
    29 Sep 2004: 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural Engineer, Vol.75 No.23&24, 9th December 1997, pp.403-409.

  10. Burgoyne

    www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf
    20 Jul 2004: Straits of Gibraltar using CFRP cables [24]. ... 24] Meier U., “Proposal for a CFRP bridge across the strait of Gibraltar at its narrowest point”, Procs Inst.

  11. gt490110 133..141

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf
    5 Jan 2004: 3.528.5 27.5 26.5 25.5 24.5. Ln[A /A]. Ln[. tota. l pre. ... u u0 (1 ÿâ)Ä p (24)The relationship between effective and total stresspaths is sketched in Fig.

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