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61 - 70 of 231 search results for katalk:PC53 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 231 match some words.

  1. Results that match 1 of 2 words

  2. E:CURRENT_WORKDERA PROJECTSMALL SATELLITE MECHANISMSREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR190.pdf
    17 Nov 2000: 20. 3.4 Mass Estimates. 22. 3.5 Discussion. 22. 4 Deployable Reflector 24. ... 24. (Miura and Miyazaki 1990), in which the triangulated net was supported by six telescopic.

  3. 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.

  4. Database of closed-ended piles in sand: a comparison of qc and qb

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR327.pdf
    15 May 2003: Site 11: Seattle (Gurtowski et al. 1984) [S] Two compression tests on octagonal concrete precast piles of nominal 24 inch (608 mm) diameter are reported (Table 11). ... 1984) table 1 qb/qc (D/40 failure) 0.29 0.24 Chow (1996) interpretation qc (av. /-

  5. Computation of Buckling Pressure of Pumpkin Balloons

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1803-983.pdf
    11 May 2006: n 16-48 64-96 112-145Elements along tendons 100 116 134Elements at equator 30 24 20Number of elements 3460 3216 3072Number of nodes 1831 1725 1671. ... Figures 24(a) and 24(b) show this type ofplot respectively for nCA118-10-290 and nCR118-10-290 balloons

  6. Proceedings of the Institution of Civil Engineers Geotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218%20corrigendum.pdf
    28 Nov 2013: On page 243 line 24 equation 40 not 39 should be referred to.

  7. doi:10.1098/rspa.2005.1598

    www-civ.eng.cam.ac.uk/dsl/publications/Guest%20&%20Pellegrino.pdf
    2 Feb 2006: 24. 35 dq. dĈ. " #C/:. ð4:3ÞTo find equilibrium configurations of the structure, we look for points where. ... K̂ Zv2Û=vq2 v2Û=vq vĈ. v2Û=vq vĈ v2Û=vĈ2. 24. 35; ð4:5Þ. is positive definite.

  8. Proceedings of 30th International Conference on Ocean, Offshore and…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/209.pdf
    3 Aug 2011: These observations are consistent with thosemade by [24] who considered the importance of soil fabric onsoil properties. ... 431–441. [24] Rowe, P. W., 1972. “The relevance of soil fabric to siteinvestigation practice”.

  9. University of Cambridge Department of Engineering Vibration of…

    www-civ.eng.cam.ac.uk/dsl/publications/KukaMPhil.pdf
    25 Sep 2000: 4.8 Mode shapes of 10 m diameter re ector with 24 ribs. ... 24. 3.2. SIMPLE MEMBRANE STRUCTURE. Table 3.5: Natural frequencies of simple structure.

  10. A Thermally Controlled TestChamber for Centrifuge and Laboratory…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf
    17 Aug 2001: After 24.5 hours the compressed air supply was turned off, resulting in a slow butsteady increase in the inner tub temperature over the next 25 hours. ... TlwrrtumS 40 30 20 10 0 -10 -20 90&tuntton 37 24 15 9 6.5 3.2 1.8 1.0'SatlJntion Moillure calbrlt

  11. i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf
    17 Aug 2001: po-YE 36 -. i 3 2 -& _t _P-I0, 24 -:: -. --- __l_-_-----.--.l_. - -._.->. /. Technical Report No. CUED/D-SoiWTR288 Sharma I.,. ... it will not produce. 1 1. hm,=. o:(l+ e) (24). The co-efficient of volume change depends on the void ratio as well as the

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