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Did you mean pc524 |u:www-civ.eng.cam.ac.uk?
1 - 19 of 19 search results for :pc53 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. 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.

  3. 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.

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

    www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf
    28 Feb 2003: strains’ of Y 0:25% (suggested by the Eurocreteproject. 24), and Y 0:45% (proposed in ‘The Sheffield. ... 24. CLARKE J. L. and O’REGAN D. P. Design of concrete structures.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: λ(δ1 δ2)π. (24). Here δ1 and δ2 are the radial displacements of the corners loaded by T1 and T2, respectively;these corner displacements can be estimated from. ... The wavelength predictions are very close.The wrinkle amplitudes have been estimated

  6. 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: Site 11: Seattle (Gurtowski et al. 1984) [S] Two compression tests on octagonal concrete precast piles of nominal 24 inch (608 mm) diameter are reported (Table 11). ... 1984) table 1 qb/qc (D/40 failure) 0.29 0.24 Chow (1996) interpretation qc (av. /-

  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: weobtain. T1TĀT3TB̄T1TC̄T3TD̄. (T1UĀT3TB̄T1TC̄T3TD̄) θ′A+(T1TĀT3UB̄T1TC̄T3TD̄) θ′B+(T1TĀT3TB̄T1UC̄T3TD̄) θ′C+(T1TĀT3TB̄T1TC̄T3UD̄) θ′D = I (24). From Equation 23, the first term in Equation 24 isequal to I E.

  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: 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

  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: 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.

  10. 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.

  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: 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.

  12. D:\Papers\Foldable composite structures-IASS\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: Yee, J.C.H. and Pellegrino, S. (2003b) Folding of composite structures. Conference onDeformation and Fracture of Composites (FRC-7), Sheffield University, 22-24 April2003.

  13. 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: 24 4.4 Field Study of an Integral Backwall Bridge: Hoppe & Gomez, 1996. ... 24. ntegral backwall bridge. he others presented in this report in that it is an integral.

  14. 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.

  15. 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: θm = νσrE. (24). Wrinkles will form when the geometric hoop strainis larger than the material strain, hence from Equa-tions 8, 22, 23 and 24, we obtain. ... t (mm) Eq. 37 (mm) Exp. (mm) FE (mm). 0.025 24.7 25.4 22.30.050 41.5 33.9 35.6.

  16. 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.

  17. 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.

  18. 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.

  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: Mode 22 (41.81 Hz) Mode 23 (41.98 Hz) Mode 24 (44.32 Hz).

  20. 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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