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21 - 30 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. 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: D Q. (20). Equilibrium and Stability Analysis. According to the principle of minimum potential energy, equilibrium configurations exist when the instantaneous rate of change of strain energy density with respect to ... 75. -25. -50. -75. 20-20 40-40 60-60

  3. C:\users\djw29\Papers\Iacmag2001\IACMAG_Paper_White.PDF

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/99_IACMAG_2001_Proc_997_1002.pdf
    6 Jan 2004: The duration of a typical triaxial or non-dynamiccentrifuge test is such that the 10-20 second intervalrequired for image capture and download leads to onlya small deformation increment between successiveimages. ... 10. 20. 30. 200 25050 100 150. 100.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Asymmetrically-Bistable_SDM_Paper.pdf
    29 Mar 2004: 0 5 10 15 20 25 30 35. 0.1. 0.2. 0.3. ... s =v2. 2g(16). 5. 10. 15. 20. 25. 0.5. 1. 1.5.

  5. gt470211 347..352

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf
    5 Jan 2004: Filtration pressure: kPa. k c: 1. 06. m/s. 0 10 20 30 40 50 600.4. ... Filtration pressure: kPa0 10 20 30 40 50 60. 0.25. 0.30.

  6. 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: 0.0. 0.5. 1.0. 1.5. 2.0. 0 5 10 15 20. Displacement (mm). ... 20 Packaged demonstrator. 10 of 11. American Institute of Aeronautics and Astronautics Paper 2004-1574.

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf
    12 Oct 2004: Hz and even 350 Hz. Filtering was performed at 20 Hz – 450 Hz to produce Figure 2. ... 1980) “Cyclic triaxial test of dynamic s. range”. Soils and Foundations 20(2): 45-60.

  8. 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: 0 20 40 60 80d : mm. (c). (d). (b). σ DT: M. ... 140. 120. 100. 80. 60. 40. 20. 0Ave. rage. forc. e at.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf
    17 Feb 2004: εpi = εyi. σyiE. (20). To model strain hardening, the quantity σy/εp is required. ... 3.2-15 18 -18. Analysis -19 20 -19. 2Test. -4-34 15 -45.

  10. 1 INTRODUCTION Reliable assessment of soil behaviour in element ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/109_ICSMGE_2001_proc_539_542.pdf
    6 Jan 2004: Measured movement (pixels). Centroiding of 6mm x 6mm (20 x 20 pixel) markers. ... Figure 7. Displacement vectors deduced without camera calibration. 1.5 mm. 20 40 60 80 100 120 140 160 180 200.

  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: ór ÿóè 2ô 2áãâ (20)At the cavity wall, equation (7) shows that. ... 80. 60. 40. 20. 00 2 4 6 8 10 12.

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