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1 - 10 of 40 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 40 match some words.

  1. Results that match 1 of 2 words

  2. SE6_P1CO.VER

    www-civ.eng.cam.ac.uk/cjb/papers/p43.pdf
    15 Nov 2001: v = wsinφ [ z4 - Lz3 L3z ]. (1)EIy 24 12 24where.

  3. TechRep_1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf
    26 Mar 2001: ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 16.46 17.78 17.40. ... ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 3.14 2.97 2.85.

  4. CUED/D-SoilsiTR290 title paae Numerical modelling of three-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR290.pdf
    17 Aug 2001: ID-Soils/- SPUDCAN LOAD-DISPLACEMENT AND ROTATION RESPONSES 9. TR290. I. 0.24 0.16 - I I I. ... TR290. 1. 0.24 1 I I 0.16. 0.16 - 0.08. 8.

  5. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: externally, by putting the. concrete in the compression. zone into triaxial compression, or by fibre-reinforcing it.23,24. ... University Internal Report 97/98, 1998. 24. TANIGUCHIANIGUCHI H., MUTSUYOSHIUTSUYOSHI H., KITAITA T.

  6. E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf
    2 Apr 2001: E(p) =12pT. . p, (24). where the elements of are given by. ... Proceedings of Cold Spring Harbor Symposium on Quantitative Biology, 1962, 27, 1-24.

  7. EMPIRICAL PILE DESIGN BASED ON CONE PENETROMETER DATA: AN EXPLANATION …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/103_DFP_2001_125_132.pdf
    6 Oct 2001: Bolton et al [24] measured the influence of chamber size on axial load response and concluded that no significant boundary effect would occur if a distance of 11 pile diameters was ... 2, pp. 787-806. [24] BOLTON, MD, GUI, MW, GARNIER, J, CORTE, JF, BAGGE

  8. Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf
    22 Aug 2001: o z. -a. b-1. ACC344. [m-cl. Max=25.5. Mill=-24.9. Mill=-13.0. Mox=27.9. Mln=-28.0. ... m s e c ]. Mox=25.9. Mln=-24.4. MmG13.3. Min=-12.5. Max=5.0.

  9. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 Mar 2001: 50 mm. 85 mm. Figure 3.4: Cylindrical mould. 22 23 24 25 26 27 28 29 30 31 3216. ... 17. 18. 19. 20. 21. 22. 23. 24. Rm [mm]. Rr[mm] Rr = 0.4957Rm 6.7181.

  10. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: 24. Comitë Euro-International du Bëton. CEB-FIP ModelCode 1990ÐFinal Draft. CEB, Lausanne, Bulletin d'Information.

  11. E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf
    5 Apr 2001: Configuration 12 13.4. 24 3.6. Circular 6 45.9. Configuration 12 12.5. ... apertures of 1, 3, 5, and 10 m, with 6, 12, and 24 ribs.

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