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1 - 10 of 19 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 19 match some words.

  1. Results that match 1 of 2 words

  2. Yetginer_BGApaper

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf
    22 May 2003: API Method, 1993. 22.2 19.5 41.7. Jardine & Chow, 1996. 30.5 24.8 55.3.

  3. SDM2003_1978.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf
    28 Feb 2003: Pak. Deployable tensegrity structures.Fourth-year undergraduate project report, 24 May2000. Department of Engineering, University ofCambridge, Cambridge, UK.

  4. 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: river sand (CU = 2.24) and Berlin sand (CU = 2.27) [11]. ... 33. 24. pressure. transducer. to vacuum pump. reflective. laser. device. emission/reception.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Murphey_AIAA_Traveler-ARM.pdf
    17 Feb 2003: α. α. =. =. (24). where I is the rotational inertia of a link. ... Again, the equation gives the average acceleration at time t. Equations (22) and (24) form a linear system of six equations with six unknowns.

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

    www-civ.eng.cam.ac.uk/dsl/publications/HierarchicalSpaceStructures.pdf
    23 Apr 2003: π= (24). The battens and diagonals must provide enough support to the longerons to enforce local buckling.

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

    www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf
    14 Mar 2003: e11 =h1A2 h2A1. (h1h3 h22)|V |(23). e12 =h3A1 h2A2. (h1h3 h22)|H|(24). ... At this. 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 401.

  8. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: 4 8 12 16 20 24 28 32 36 401.0. 1.1.

  9. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: 10. 735 65.6 1.25 Axial Failed. 11 269 24 0.46 Axial Inertia. ... Slab and asphalt top 24.8m27.64m(0.20.05) m 25kN/m3 4146kN. Crash barrier 21.5m0.1m27.6425kN/m3 207.3kN.

  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: 170 kW 27Hz vibrohammer. <6 (3 mm/s) 3.5 m 39.5 m 18.5 m 6-26 (2.3 mm/s) 4.5 m 51.5 m 24.1

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

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: 24. 3.13 Example of two Non-holonomic Restrictions Being Violated and its Handling. ... Time. 41. 3.24 Force of Static Friction vs. Normal Force. 41.

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