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1 - 22 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. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: 221 21 1 22 1. 20 ( ) =. ( ) =. First, we take the above standard catenary equations and expand them in Taylor's Series up to the power of cubic. ... 4 8 12 16 20 24 28 32 36 401.0. 1.1.

  3. Yetginer_BGApaper

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf
    22 May 2003: Shaft friction. (kN) Base resistance. (kN) Total capacity. (kN) Meigh,. 1987 20.0 34.5 54.5. ... 0. 20. 40. 60. 80. 100. 120. 140. 160. 180. 0 2 4 6 8 10 12 14.

  4. 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.

  5. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: led to thedevelopment of a high-lift turbine which has upto 20 per cent fewer blades and higherefficiency than previously.

  6. 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.

  7. 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.

  8. 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.

  9. March 12, 2003 11:8 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf
    14 Mar 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.

  10. GROUND-BORNE VIBRATIONS DUE TO PILING OPERATIONS

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/132_BGA_2003_743_756.pdf
    3 Mar 2003: 0 10 20 30 40 50 60 70 80 90 100Frequency / Hz. ... Relative amplitude. Generator frequency. Mains electricity frequency. 0 10 20 30 40 50 60 70 80 90 100Frequency / Hz.

  11. 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.

  12. 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

  13. 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.

  14. 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.

  15. 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.

  16. 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.

  17. 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.

  18. 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.

  19. 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.

  20. 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

  21. 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).

  22. 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.

  23. E:/Diplomarbeit/Latex/Thesis.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: 20. 3.11 The Trolley and the Rail. 22. 3.12 Graphical Description of the Basic Restrictions. ... 36. 3.19 Detailed View of Hinge Line H1. 37. vi. 3.20 Experimental Method to Determine the Moment in the Hinge Line: Measuring theDeflection of the Plumb-Bob

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