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  2. D:\Current_work\Stiffened Springback ESTEC\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: 20 16 4.130 24 5.340 33 5.9. 6. Table 3: Tested configurations. ... Configuration Cuts Slits α β γ w(deg) (deg) (deg) (mm). O - - - - - -A 2 2 - 4 50 20B - 4 8 24 90 20.
  3. Publications / Presentations

    www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html
    7 Mar 2002: Unicam Application note. 24. N Perez-Souto, R J Lynch, G Measures and J T Hann, " Use of high performance liquid chromatographic peak deconvolution and peak labelling to identify antiparasitic components
  4. D:\Current_work\CRTS Reflectors\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf
    27 Aug 2002: Offset 6 45.9Configuration 12 12.5(A = 1 m) 24 3.3. Table 1: Typical surface errors of reflectors with D = 10 m and F = 7.8 m.
  5. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf
    28 Feb 2002: Figure 23: Pore pressures measured in test SKH-11 35 Figure 24: Accelerations measured in test SKH-12 37. ... of approximately 20% magnitude. No significant ground displacement was measured. The results of test SKH-12 are plotted in Figure 24.
  6. C:\Documents and Settings\Administrator\My…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf
    14 May 2002: Offset 6 45.9Configuration 12 12.5(A = 1 m) 24 3.3. Table 1: Typical surface errors of reflectors with D =10 m and F = 7.8 m.
  7. D:\Papers\Amplitude_of_wrinkles\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf
    3 Jun 2002: Ub =Et3. 24(1 ν2). (12Hλ. 2H0. λ0. κ2ηdξdη. )=. Et3. 24(1 ν2)π4A2. ... U =(1 ν)Etγ. 2. (π2t2. 24(1 ν2)λ2 γλ2. 8H2. )(23). which is minimised by differentiating with respect to λ.
  8. Space_Structures_Paper

    www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf
    14 May 2002: γ tot2. .   .   γ tot π kα (24).
  9. The measurement of particle size distribution using the Single ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf
    20 Aug 2002: CUED D/SOILS/TR321 White 2002 ________________________________________________________________________________________________________. 24. sample after each addition of fine material revealed that an evolution of a ‘tail’ in the.
  10. TR324

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf
    7 Oct 2002: CUED/D-SOILS/TR324 (October 2002) Page-24. Figure 18: Plastic deformation measurements of pile 8 after test SB-04.
  11. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: Calladine studies a physical model of a tensegritystructure with 12 joints and 24 bars, which should be loose with 6 degrees of freedom,according to Maxwell’s rule; yet, it is

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