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1 - 10 of 21 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 21 match some words.

  1. Results that match 1 of 2 words

  2. TR324

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf
    7 Oct 2002: 20 16 0.4m dia PSC hollow. Groups tied by beam. 1.0. ... 20 15 0.3m dia RCC hollow. Groups tied by beams. 1.0.

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

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: 0 20 40 60 80 100 1200. 0.5. 1. 1.5. 2. ... 0 20 40 60 80 100 120 1400. 0.5. 1. 1.5.

  4. The measurement of particle size distribution using the Single ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf
    20 Aug 2002: compared to sieving by 20-30%, as predicted by theoretical analysis. Measurements of. ... Isotropic compressionand shearing at 20.7 MPa. Isotropic compression to 62.1 MPa.

  5. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: 42. Abbreviations. ACeS Asia Cellular Satellite, p. 20. ADAM Able Deployable Articulated Mast, p. ... 18. LaRC NASA Langley Research Center, p. 20. LDR Large Deployable Reflector, p.

  6. D:\Papers\Low-cost hinge report\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: 126 mm. 20 mm. 9 mm. Fixed. Figure 5.12: Top view of tape spring used in finite element analysis. ... hinge turned through 90 degrees;the set-up can be seen in Figure 5.20.

  7. 1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf
    7 Jul 2002: Database of various. L/D=15–60. 0.05 20 m 20 m 13 200000 (Silty sand. ... 0. 1. 2. 3. 4. 5. 6. 0 10 20 30 40 50 60 Local shear stress, τs (kPa).

  8. Press-in piling: Ground vibrations and noise during pile installation

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/117_DFC_2002_363_371.pdf
    6 Jun 2002: Air pressure, p (µPa) = 20 x 10(dB / 20) (1). ... 4. 20. 40. 60. 80. 100. 120. 140. 1 10 100 1000.

  9. D:\Papers\Amplitude_of_wrinkles\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf
    3 Jun 2002: ξ =γ. 2+. 12. (w. ξ. )2(20). Thus, ξ also is not constant, and hence the average strain energy ofstretching, Us, over a wrinkle is given by. ... 20, 200–207, 227–233, 256–262, 279-284. Wong,Y.W. (2000) Analysis of Wrinkle Patterns in

  10. Space_Structures_Paper

    www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf
    14 May 2002: θ = k 1( ) α2. γ12. γ22. (20). From this equation it can be seen that if the two reduction angles are equal, then the solutionis a line parallel to that of

  11. Centrifuge Modelling of Upheaval Buckling

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR314.pdf
    8 May 2002: H/D. P/γ γγγ'H. D. 0-20%. 20-50%. 50-80%. Data from Matyas & Davis, 1982; Trautmann et al, 1985; Schaminee et al, 1990; Ng & Springman, 1994; Barefoot, 1998. ... Mechanism Tests. -10. 0. 10. 20. 30. 40. 50. 60. 0 5 10 15 20 25 30.

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