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21 - 30 of 54 search results for news |u:www-civ.eng.cam.ac.uk

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  2. C:\Documents and Settings\Sergio\My…

    www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf
    30 Mar 2004: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length.

  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: jerky due to non-uniformities in the underlying tape-spring. Conclusions A new concept for neutrally stable tape-spring has.

  4. SDM04.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf
    31 Mar 2004: Sergio Pellegrino†. University of Cambridge, Cambridge, CB2 1PZ, UK. We have recently proposed a new concept for deployable reflectors consisting of athin parabolic carbon-fibre-reinforced-plastic (CFRP) shell stiffened along

  5. 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: If the new surface area A produced at failure istaken to be proportional to d2, then Fac / A1ÿb=2.

  6. 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: REFERENCESDouble, D. D. (1983). New developments in under-. standing the chemistry of cement. ... The properties of fresh concrete.New York: Wiley. Taylor, H. F. W.

  7. gt490411 543..552

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf
    5 Jan 2004: C., Germaine, J. T. & Lancel-lotta, R. (1985). Theme lecture: new developments ineld and laboratory testing of soils.

  8. 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: ABSTRACT: A new technique for non-contact measurement of soil deformation in physical models and element tests is presented. ... 1994. Using image processing in soil mechanics. Proceedings of the 12th International Conference on Soil Mechanics and

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

    www-civ.eng.cam.ac.uk/dsl/publications/Asymmetrically-Bistable_SDM_Paper.pdf
    29 Mar 2004: 4 (x > 0.06) (3). in which x is the extension of the spring, in metres,measured from the contracted state, and F, in New-tons, is the actuation force.

  10. Bolton, M. D., & Wilson, J. M. R. (1990). ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22discussion_Geotechnique_No40_Is4_659_664.pdf
    6 Jan 2004: Concerning maximum stiffness G,,, at extremely small strains, a new torsional shear apparatus has been developed at our laboratory (Tatsuoka, 1988; Pradhan, et al., 1988; Teachavo- rasinskun, 1989; Tatsuoka et al., ... The extra accuracy provided by the

  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: Gt áâãâÿ1c. The new solution shows that the application of a.

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