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11 - 20 of 52 search results for b&b |u:www-civ.eng.cam.ac.uk

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  2. NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...

    www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf
    17 Feb 2006: A. B. B. A. (a) Flat. (b) Deployed. Figure 2: Use of a shaped sheet A to shape sheet B into a singly-curved surface. ... The required reflective surface is obtained by replacing sheet B with a rectangular sheet, see.

  3. Soil-Structure Interaction_ver7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf
    15 Feb 2005: horizontal loading of a rigid rectangular on the surface since the ratio l/B approaches zero. ... Broms, B.B. (1964) “Lateral Resistance of Piles in Cohesive Soils,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.

  4. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/14lowe.pdf
    11 Jul 2007: At corners b will span round concave corners in circular arcs all of radius, r. ... It is straight forward to show that A=a 1.5.ω.r 2 and that B= b 3.ω.r.

  5. Micromechanical Models for Bending Behavior of Woven Composites

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2264.pdf
    17 May 2005: . N. M.  =. . A. B. B. D. . ... It is assumed that the laminate is symmetric B = 0,and is subject to pure bending and large curvature κx,i.e.

  6. Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf
    22 Aug 2001: Schofield, A.N.,(1981), Dynamic and EarthquakeProc. Recent Advances in Cieotech. Earthquake B. ... 4. -cc. b. B =Verticallypropagating Sh WavesBed rock motion. Slip along aFault plane.

  7. FRPRCS-10-Taher-Burgoyne-Cambridge-Final

    www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf
    8 Apr 2011: Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test. ... B. Section B Section B. Specimen with central steel. Specimen without central steel.

  8. IASS-IACM 2000Fourth International Colloquium on Computation of Shell …

    www-civ.eng.cam.ac.uk/dsl/publications/slittube.pdf
    13 Sep 2000: them. (a) Extended configuration (b) Coiled configuration. Figure 1:The two equilibrium states. ... b) Symmetrical layup. Figure 11:Contours ofΓXY for the two layups. for zero global force.

  9. 1 INTRODUCTION Many macroscopic phenomena of granular media are ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf
    6 Oct 2001: A. 0MPa B. 0.63MPa C. 5.58MPa. D. 0.59MPa E. 5.92MPa F. ... Particle Radius (µm). Virgin D10. Virgin D50. Virgin D10. a. Pile test, element B b.

  10. E:CURRENT_WORKDERA PROJECTSMALL SATELLITE MECHANISMSREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR190.pdf
    17 Nov 2000: a). (b). (d). (c). Additionalmembers. Figure 4.2: New concept. 27. (a) (b). ... Figure 4.3: Hexagonal tensegrity module; (a) three-dimensional view; (b) top view.

  11. 10853_2008_2676_43_14-web 4789..4800

    www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf
    22 Mar 2010: perature step ðBÞ can be found by two methods:. (a) by adding the thermal contraction, so B B þ B0B00,or. ... adjusted value, B:. Based on these results it was decided to have a minimum.

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