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11 - 20 of 22 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 22 match some words.

  1. Results that match 1 of 2 words

  2. D:\Current_work\Closed-Loop Linkages\SDM_paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Closed-loops_SDM.pdf
    14 Feb 2003:  θB0. = [0](20). At first glance, the matrix equation (20) would ap-pear to be equivalent to 9 scalar equations in 4 un-knowns, not 16, since the 7 equations

  3. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: N.H.K building, Hamada (1992a) 0.35m dia RCC 10 20 0.09H NFCH building. ... hence a non-liquefied crust is unlikely to exist. Figure 20 shows the loading diagram based on the.

  4. SDM2003_1978.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf
    28 Feb 2003: 2American Institute of Aeronautics and Astronautics. -10 -5 0 5 10 15 20 25 30. ... International Journal of Solids and Structures,30(21):3025–3035, 1993. [20] A. Micheletti. On the kinematics of tenseg-rity towers.

  5. 1 Author’s contact details: R. J. Lock, Graduate Engineer, ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf
    22 Jun 2003: minimal drop height and small aperture to create a loose deposit with ID 20 - 35%. ... air temp. (oC). 1 Elgaaly, 1992 Maine Steel frame 50.3 20 -33<T<23.

  6. D:\Papers\Foldable composite structures-IASS\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: B, C Equal sense Outer 0.00 -1.26, 1.23 -1.20, 1.20Inner 0.00 1.02 -1.33 -1.27, 1.04.

  7. Murphey and Hinkle, Hierarchical Space Structures AIAA 200–

    www-civ.eng.cam.ac.uk/dsl/publications/HierarchicalSpaceStructures.pdf
    23 Apr 2003: A material strength limit of 138 MPa (20 Ksi) is also enforced for all elements. ... 0.20.3. Bay Radius. 1 10 100 1,000 10,000M (N-m). 102. 103.

  8. T:ISSUESSPRINGER@35_GM�_4�6@35046.DVI

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/92_Granular_Matter_No2_vol4_179_187.pdf
    8 Dec 2003: value of which was about 20 MPa for the well-gradedsoil and 10 MPa for the uniform soil. ... UnionHungarian Engrs Architects, (1944), p. 355. 20. D. Muir Wood, Soil Behaviour and Critical State SoilMechanics.

  9. D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf
    14 Feb 2003: 60.81.0. -0.6-0.4-0.10.20.50.71.0. ... H. z). 30. 0 10 20 30 40 50 60 70 80 90.

  10. Murphey et al AIAA-2003-1829 Traveler-ARM

    www-civ.eng.cam.ac.uk/dsl/publications/Murphey_AIAA_Traveler-ARM.pdf
    17 Feb 2003: 20.280. cantd Ef. l ρ= (2). where ρ is the face sheet mass density.1 Consider the dynamic behavior of this beam as the beam length (l ) is scaled by ... numerically solved using Newton’s method in Mathematica 4.0 (Wolfram Research) for a harmonic

  11. p1aper1003.dvi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf
    15 Oct 2003: 20. References. [1] P. D. Thompson and G. C. Grimwood. Developments with high grade continuous. ... 10. 20. 30. 40. 50. 60. 70. 80. 90. 100. particle size (microns).

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