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41 - 50 of 231 search results for KaKaoTalk:ZA31 24 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. A Numerical Approach to the Kinematic Analysis of Deployable ...

    www-civ.eng.cam.ac.uk/dsl/publications/Numerical_approach.pdf
    20 Mar 2006: Hence substituting Equation 23. into Equation 24, one obtains. (T1T ′̄AT3TB̄T1TC̄ T3TD̄) θA. ... 23. 7 Definition of hinge angle θA. 24. 8 Deployable square frame proposed by Hedgepeth.

  3. Crack-based analysis of concrete with brittle reinforcement T. J. ...

    www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf
    28 Feb 2003: strains’ of Y 0:25% (suggested by the Eurocreteproject. 24), and Y 0:45% (proposed in ‘The Sheffield. ... 24. CLARKE J. L. and O’REGAN D. P. Design of concrete structures.

  4. Mapping two-way grids onto free-form surfaces P. Winslow S. ...

    www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf
    20 Jul 2007: α25 and β1, β2,. β25.However, only 24 design variables are needed to represent each grid design, due to symmetry anddue to a more advanced parameter smoothing process. ... Loading 1 kPa pressure loadingNumber of regions 25Number of design variables

  5. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf
    4 Mar 2002: 4.5 Test SKH-17 The results of test SKH-17 are plotted in Figures 21-24. ... PPT2259. PPT6669. PPT6794. PPT6260. Max= 7.18. Min= 4.92. Max= 64.1. Min= 24.2.

  6. The Study ofRelative Density and Boundary Effects for Cone ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf
    22 Aug 2001: 1 0. 0 4 8 1 2 1 6 20 24 2 8Corrected Prototype Depth, zpc (m). ... being 0.90. , leakage occurcd vertical stressbefore CPTStarted. 0-i I I I 1 I I 8 I I I I I 1 I0 4 8 12 16 20 24 28.

  7. IASS-IACM 2000Fourth International Colloquium on Computation of Shell …

    www-civ.eng.cam.ac.uk/dsl/publications/slittube.pdf
    13 Sep 2000: dh = r sin ΦX ΓXY (24). dv = r (1 cos ΦX ) ΓXZ (25).

  8. 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.

  9. Implementation and Validation of Schapery-Rand Anisotropic…

    www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf
    18 May 2007: changes. Furtherinvestigation of this result is required. 2.98. 1.49. 0.00. 0.75. 2.24.

  10. D:CURRENT_WORKTSR HINGEPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf
    21 Jan 2002: 0.07 -0.06 -0.05 -0.04 -0.03 -0.02 -0.01 0 0.01-24. -20.

  11. Osman, A. S., Mair, R. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/176.pdf
    16 Nov 2006: 2.89 3.13 1.76 1.99 0.62 0.841 4.46 4.76 3.35 3.64 2.24 2.51 1.11 1.37. ... 2.72 22.450.5 9.62 9.72 6.39 6.53 3.15 3.34 0.11 0.140.75 12.10 12.24 8.88 9.06

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