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1 - 10 of 36 search results for KaKaoTalk:vb20 200 |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. ACM-186

    www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf
    20 Jul 2004: 0 50 100 150 200 250. bridge age (years). cum. ulat. ... 3]. Wallbank, E. J., The Performance of Concrete Bridges: A Survey of 200 Highway Bridges, HSMO, London, Department of Transport, UK – G.

  3. Burgoyne

    www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf
    20 Jul 2004: Table 2. Cost of materials per unit stiffness Material Stiffness Cost Cost ratio Notes (GPa) (£/kN/(mm/m)/m) Prestressing steel 200 0.016 1 7-wire strand on coil ... Reinforcing steel 200 0.014 0.9 GFRP 40 0.150 9 Aramid fibre 124 0.190 12 Fibre only

  4. 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: 0 0.0002 0.0004 0.0006 0.0008 0.001ActuatorThicknessHmL. 0. 100. 200. 300. 400. ... 0 0.0002 0.0004 0.0006 0.0008 0.001ActuatorThicknessHmL. 0. 200. 400. 600. 800.

  5. D:\Current_work\Asymmetrically-Bistable Structure…

    www-civ.eng.cam.ac.uk/dsl/publications/Asymmetrically-Bistable_SDM_Paper.pdf
    29 Mar 2004: Several working prototypes of Electro-activePolymer Artificial Muscles (EPAMs) have been made.Current prototypes exhibit large strains up to 200%and an available force of ten times the weight of thedevice.

  6. 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: 0. 100. 200. 300. 400. 500. 600. 700. 800. 0 0.02 0.04 0.06 0.08 0.1Curvature (1/mm). ... ment of -10 Nmm at ψ=27. -200 -150 -100 -50 0 50 100 150 200.

  7. D:\Papers\Optimization cover plates\cover-plates-paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf
    10 Jan 2004: 1 2 4 6 8 10 12 14 16 18 200.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf
    6 May 2004: 8. ε. σ (. MP. a). 0.008 0.010 0.0140. 100. 200. ... 100. 200. 300. 400. 500. 600. 700. Figure 6: Stress-strain response from compression test on one-ply T300/913.

  9. D:\Papers\Bistable prestressed shells\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf
    17 Feb 2004: 0.05. 0.05. z (mm). -200 200 σx (N/mm2). (a). -0.05. 0.05. ... 200 200. z (mm). σy (N/mm2). (b). Figure 16: Predicted stress distribution in test case 3, after forming.

  10. D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf
    29 Mar 2004: Two types of weaves were con-sidered: 0.2 mm thick, 200 gsm 2 2 twill; and 0.11mm thick, 94 gsm plain weave.

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

    www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf
    7 Jul 2004: 100. 200. 300. 400. 500. 600. 700. 800. 900. 1000. offset = 14 mm. ... 2 900 2 6000. 10 310 2.2 2400. 12 200 8 1060.

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