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

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: Universität Stuttgart University of Cambridge. Institut für Department of EngineeringStatik und Dynamik. Gravity Compensation of Deployable Solar Arrays. for Small Spacecraft. Diploma Thesis submitted to the Universität Stuttgart. for the
  3. 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: 2(d). Measurements have been conducted on three samples of average mass 200 g each. ... 25. (b). 200 µm. (a). 200 µm. (c) (d). 100 200 300 400 500 600 700 8000.
  4. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: 1.5mCrashbarrier. 200 mm slab thickness,50mm asphalt. 24.8m. 0.7m. 1.3m. Figure 22: Schematic of the Showa Bridge deck (adapted from Iwasaki, 1984).
  5. Better understanding of Darcy’s law & Permeability in Centrifuge…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR326.pdf
    13 Oct 2003: the model at 200g. 0. 129. 200221. 0. 50100150. 200250. 0 100 200 300 400Radial distance (mm).
  6. D:\Papers\Foldable composite structures-IASS\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: 4. involved 200 elements lengthwise by 30 elements widthwise. The mesh for a completetape tube hinge had a similar mesh density and hence the number of elements wasproportionally larger.
  7. 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: tens of millimetres. A survey of approximately 200 concrete highway bridges in the. ... 1.0. 2.0. 3.0. 4.0. 5.0. 6.0. 7.0. 8.0. 9.0. 10.0. 0.0 50.0 100.0 150.0 200.0
  8. Yetginer_BGApaper

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf
    22 May 2003: 0 100 200 300 400 500 600 700 800. LOAD (kN).
  9. 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: failure) (MPa) 17.83 4.3 18.78 qb/qc (D/10 failure) 0.60 0.53 0.63 Qb (plunging failure) (kN) 830 200 640 Pile head load continues to ... 0. 100. 200. 300. 400. 500. 600. 0 10 20 30 40.
  10. C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: A uniform mesh of 200 by 200 square elements was used to model the whole structure, inorder to capture the fine wrinkle details in the corners. ... 20, 200–207, 227–233, 256–262, 279-284 (1929). [2] E. Reissner. On tension field theory.
  11. Murphey and Hinkle, Hierarchical Space Structures AIAA 200

    www-civ.eng.cam.ac.uk/dsl/publications/HierarchicalSpaceStructures.pdf
    23 Apr 2003: 200 04w dπρ= (5). where E is Young’s modulus and ρ is the bulk material weight density. ... 0.1. 0.01. 1. 10. Ele. men. t Dia. met. er (. mm. ) E = 200 GPaL = 10 mP = 100 N.

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