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1 - 10 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. 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

  4. 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.

  5. 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.

  6. 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.

  7. 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.

  8. 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.

  9. 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.

  10. 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.

  11. 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. /-

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