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1 - 10 of 12 search results for KA :PC53 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 12 match some words.

  1. Results that match 2 of 3 words

  2. D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf
    18 Feb 2002: vertically, away from the membrane.From Equations (9) and (12), for ks > ka p has theexpression. ... For ks > ka Equations (9) and (11) give. p(ξ, t) = p̃eiωteiksξ (29).

  3. jbmr0811763 1808..1818

    www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf
    19 Mar 2010: measurement in the biopsy samples, and there was nosignificant effect of case-ness (n = 39, r2adj = 0.24). ... J Bone Joint Surg Am58:82–86. 24. Carter DR, Hayes WC 1977 The compressive behavior ofbone as a two-phase porous structure.

  4. 2009-TPC-615 Matthew Kuo

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf
    3 Aug 2011: two species of burrowing invertebrates can individually increase the. undrained shear strength of clay by about 1kPa after 24 hours. ... plakton (NP), foraminifera (F); and smectite (Sm) and kaolin (Ka). These images show that the location ‘B’ sample

  5. D:\Papers\Folding of composites\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf
    6 May 2004: 5] Seffen KA, Pellegrino S. “Deployment dynamics of tape springs”. Proceedings of the RoyalSociety of London, Part A, 1999;455:1003-1048.

  6. The Structural Engineer Journal

    www-civ.eng.cam.ac.uk/cjb/papers/p56.pdf
    6 Jun 2006: ÖúÉE/À?Üaƒ_ endstream endobj 110 0 obj>stream H‰tVKŽë6hî“jJ{æ‡YØ0Èêîªêâ;|O“èèп¥IV4noD'XºãIšhï‹¢KŠHèLß/ÖÊ=HKWeý"éNÚâtR=MF4,Vésüç!Bò”Z5ݤð# z£å•Ñ.ÎK”Kâ}rߥª: ... ý›ìË

  7. A new apparatus for modellingexcavations Sze Yue LamResearch…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/215.pdf
    28 Nov 2013: Ka coefficient of earth pressure at active failure. state. Ko coefficient of earth pressure at rest. ... ICE Publishing: All rights reserved. 24. However, field measurements remain important as a means of.

  8. 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. ... Mat-sumoto7 has also shown that triaxially woven CFRPcomposites have on the whole, good RF characteristicsfor

  9. A new design method for retaining walls in clay ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf
    18 Jan 2006: Figure 24 shows different representativeshapes of stress–strain curve for samples extracted from thesame in situ conditions with K0 = 1.0. ... 24. Different shapes of stress–strain curve (K0 = 1.0). Curve A n1 m1 B n2 m2 b2.

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: Page 3. Hf. Hr. HP. h. IP. Ka. K,. KP. KR. ... versus depth for EAE3 & 4 in Figs 4.24 dz 4.25 respectively.

  11. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: K-band 18–27 GHz. Ka-band 27–40 GHz. Millimetre wave band 40–300 GHz. ... 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

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