Search

Search Funnelback University

Search powered by Funnelback
10 results 20 results 50 results
Relevance Date (Newest first) Date (Oldest first) Title (A-Z) Title (Z-A) Distance URL (A-Z) URL (Z-A) Shuffle
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. 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.

  3. Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf
    17 Aug 2001: 16 1 9 20 2 1 22 23 24. 16m below ground level. ... 1 0 1 2 1 4 1 6 1 8 20 2 2 24.

  4. Analysis of Earthquake Motions

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf
    17 Aug 2001: Station N-S E-W U-D Epicentral DistanceARC 0.92 0.41 0.35 35CNA 0.77 0.41 0.24 105BUR 0.44 0.31 0.2 130. ... respectively. 24. (N-S). (E-W). (U-D). Figure 3.4.3 Wavelet analysis of ARC signal.

  5. sb340207 169..180

    www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf
    9 Nov 2001: prevent rotation. Hanging beam. 24. The nite-element analysis showed that. the buckling load of a hanging beam is. ... 5, 109112. 24. HANSELLANSELL W. and WINTERINTER G. Lateral stability. of reinforced concrete beams.

  6. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: The slurry is mixed for 24 hours below a vacuum prior to pouring, to achieve as near to 100%saturation as possible.

  7. 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.

  8. CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf
    17 Aug 2001: 24. Fujii, T., Kobayashi, T., and Tagaya, K., 1989, “Punchthrough encountered inIndia and Indonesia”, Paper OTC 6124, Offshore Technology Conference.

  9. Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: versus depth for EAE3 & 4 in Figs 4.24 dz 4.25 respectively.

  10. E:CURRENT_WORKTENSEGRITY REFLECTORSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AGT-SP_paper.pdf
    6 Feb 2001: b = 2 (15 6) 24 = 204 (4). Substituting Equations 3 and 4 into Equation 1 we obtain. ... 1.32. 1.29. (b). 1.48 1.24 1.24. 1.52 1.52. 3.020.43 1.40 1.40.

  11. 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.

Refine your results

clear all

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.