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11 - 20 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. 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: 1400. 1200. 1000. 800. 600. 400. 200. 00 0.5 1.5 2.5 3.51 2 3. ... 700. 650. 600. 550. 500. 450. 4000 100 200 300 400 500 600 700 800 900 1000.

  3. SDM04.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf
    31 Mar 2004: 80 θ 1000.005D w 0.05D. 2 γ, η 200.5 mm ts 2 mm. ... The geometry was created by im-porting the coordinates of 200 points along a rib and areinforcing curve into the PATRAN2 preprocessor.

  4. gt500315 315..318

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70c_Geotechnique_No50_Is3_315_318.pdf
    6 Jan 2004: 200 400 600 800 1000 1200A: mm2. (c). A: mm2(b). 0 5 10 15A: mm2. ... failu. re: N. 0 50 100 150 200 300250. Average d 2 at failure: mm2.

  5. 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.

  6. 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.

  7. White, D. J., Take, W. A. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/133_Geotechnique_No53_Issue7_619_632.pdf
    5 Jan 2004: 0. 200. 400. 600. 800. 1000. 0 400 800 1200 1600Horizontal pixel coordinate, v. ... 100. 80. 60. 40. 20. 00 50 100 150 200. Horizontal coordinate: mm.

  8. Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf
    12 Oct 2004: Vs (m/s) 200 145-170 70 70. Permeability k (m/s) N/A 10-4 5 x 10-8 N/A. ... shear moduli and damping between pairs. 2004. 200],. t',h0,. proceed to the stress-strain loops.

  9. 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.

  10. 325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf
    5 Jan 2004: Similar observations,. 0. 5. 10. 15. 200 50 100 200150. Surface loading: kPa(a). ... 15. –20. 0. Ele. vatio. n: m. 0 0 100 200 300 400–20–10102030 –30.

  11. 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.

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