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1 - 10 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. 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.

  3. A novel urban foundation system using pressed-in H-piles

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/130_ECSMGE_2003_vol2_425_430.pdf
    30 Aug 2003: 1, 3 and 4 were on piles installed to a depth of 20 m, penetrating 0.9 m into the bearing stratum. ... The load tests were conducted between 14 and 20 days after installation of the piles.

  4. April 30, 2003 18:33 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/OMAE2003-37465.pdf
    22 May 2003: g7 =1. 2wH 20. (. 2 sin φ0 5 sin3 φ0 3 sin5 φ0). ... 20). Further consideration must be given to the location of trun-cation node D.

  5. C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: λ =Rwrin r1. 2π. 2n(20). we can substitute for λ into Equation 19 and solve for n to obtain. ... 20, 200–207, 227–233, 256–262, 279-284 (1929). [2] E. Reissner. On tension field theory.

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

    www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf
    28 Feb 2003: Maruyama et al.20. (for example) investigated. dowel-rupture of FRP reinforcement, and suggested. ... 20. MARUYAMA K., HONMA M. and OKAMURA H. Experimental. study on the diagonal tensile characteristics of various fibre.

  7. 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

  8. D:\Current_work\Wrinkles in solar sails SDM\SDM_2003\SDM-paper-03.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Wrinkle-amplitudes-solar-sails_SDM.pdf
    14 Feb 2003: The accuracy achieved is typically better than 20% on wavelengths and 30%on amplitudes. ... We. started by applying 5 N, then 10 N and finally 20 N.

  9. 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.

  10. 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.

  11. 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: Canadian Geotechnical Journal 29:11-20 Altaee A., Fellenius B.H., Evgin E. 1993. ... 0. 5. 10. 15. 20. 25. 30. 35. 40. 45. 0 10 20.

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