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1 - 10 of 11 search results for :pc53 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 11 match some words.

  1. Results that match 1 of 2 words

  2. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: with a viewfor use ast are beingns. A widethat are notdels. Thet also that. tressing. Statistical Lifetime Predictions for Aramid FibersK. G. N. C. Alwis1 and C. J. Burgoyne2. Abstract: This paper investigates the statistical procedures that can be

  3. White, D. J. & Bolton, M. D. (2004). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/146_Geotechnique_No54_Is6_375_397.pdf
    8 Dec 2005: T1-DBS-64 DBS 1.30 64 32.2 Flat endedT2-DBS-44 DBS 1.48 44 32.2 Flat endedT3-DBS-71 DBS 1.24 71 32.2 Flat

  4. TR339

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf
    6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 5. Figure No. CUED/D-SOILS/TR339. 24. ... Max= 12.4. Min= -24. Max= 18. Min= -23.8. Max= 15.3. Min= -19.

  5. TR338

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf
    6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 4. Figure No. CUED/D-SOILS/TR338. 24. ... 24. Data from Test IT06, Earthquake 1. PS.1. PS.2. PS.3. PS.4.

  6. TR337

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR337.pdf
    6 Oct 2005: 23 5.8 DATA FROM IT03, EARTHQUAKE 4. 24 5.9 DATA FROM IT03, EARTHQUAKE 5. ... PS.2. Max= 3.06. Min= -154. Max= 24.1. Min= -89.7. Max= 38.2.

  7. Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf
    1 Mar 2005: C90 2.72 24.76 4.18 39.18 0.274. Table 3. Comparison of optimized Configuration D. ... 24 of 28. Tan & Pellegrino. of given width and thickness, shortening the slits at the end of diameter d1 increases the.

  8. The use of MRI to observe the structure of ...

    www-civ.eng.cam.ac.uk/cjb/papers/p49.pdf
    24 Feb 2005: netic materials (principally Fe2O3) that make up about. 2–5% of the material.24. ... 24. Wilby G. B. Structural Concrete—Materials; Mix Design;. Plain, Reinforced and Prestressed Concrete: Design Tables.

  9. Soil-Structure Interaction_ver7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf
    15 Feb 2005: 29 results in:. AArB. x. 12.575.025.01. 24.55.02. 0. %. Eq. 31. ... Technical Report of the University of Cambridge CUED/D-SOILS/TR 334 Page 24.

  10. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: chosen to have a stiff-ener width of 0.06R = 24 mm, load angle γ = 7, hingeangle η = 14 and a stiffener thickness of 2 materialplies. ... This results in a plan stiffener width of22.6 mm, compared to that of 24 mm in Config VI.It also worth noting that

  11. AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…

    www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf
    30 Jan 2005: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24).

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