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11 - 20 of 86 search results for KaKaoTalk:vb20 200 where 0 match all words and 86 match some words.

  1. Results that match 1 of 2 words

  2. Review R81 How do small single-domain proteins fold?Sophie E ...

    www-jackson.ch.cam.ac.uk/publications/1998/1998_FoldDes.pdf
    11 Sep 2003: 0.7 4.2 25 200 0.7 4.2 0.05 0.94. ... J. Mol. Biol. 256, 187-200. 9. Chan, C.K., et al., & Hofrichter, J.

  3. 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).

  4. 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.

  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. 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

  7. 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.

  8. 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 50 100 150 200 250 300 350-2. -1.5. -1. -0.5.

  9. 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).

  10. 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: 0 200 400 600Distance, η (mm). Experiment ABAQUS. -1. 0. 1. ... 1. 0. 1. 2. Experiment ABAQUS. w (. mm. ). 0 50 100 150 200.

  11. 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

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