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41 - 50 of 224 search results for katalk:za33 24 where 0 match all words and 224 match some words.

  1. Results that match 1 of 2 words

  2. 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.

  3. Crystal structure of the SOS cell division inhibitorSulA and ...

    https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/SulA%20PNAS%202003.pdf
    13 Jun 2003: To whom correspondence should be addressed. E-mail: jyl@mrc-lmb.cam.ac.uk. www.pnas.orgcgidoi10.1073pnas.1330742100 PNAS June 24, 2003 vol. ... Lowe, J. (1999) Struct.Folding Des. 7, 1181–1187. 24. Van Duyne, G.

  4. Crystallographic statistics for Epsin 1

    https://www2.mrc-lmb.cam.ac.uk/groups/hmm/epsin/Data/Xtabl.html
    8 Dec 2003: 2. ). 24. R. merge. 1. (%). 0.093 (0.558). R. meas.

  5. 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.

  6. 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.

  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. 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).

  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: 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. /-

  10. Deeping St James

    https://www.qpg.geog.cam.ac.uk/resources/14cprotocol/rcchecks.xls
    11 Feb 2003: L. GI25 B. 29270. 350. 28570. 29970. Y. B-D. 960. 474.24. ... 0.0095. 1.6. 0.015. 3.24. L. None - are they diff? TF30.

  11. Department of Pure Mathematics and Mathematical StatisticsUniversity…

    https://www.dpmms.cam.ac.uk/~tkc/Further_Analysis/Notes.pdf
    20 Jan 2003: Department of Pure Mathematics and Mathematical StatisticsUniversity of Cambridge. FURTHER ANALYSIS. Notes Lent 2003. T. K. Carne.t.k.carne@dpmms.cam.ac.uk. c Copyright. Not for distribution outside Cambridge University. This PDF file should be

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