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1 - 10 of 231 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 231 match some words.

  1. Results that match 1 of 2 words

  2. CUED Bridge Research - Publications

    www-civ.eng.cam.ac.uk/brg/papers/
    29 Sep 2004: 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural Engineer, Vol.75 No.23&24, 9th December 1997, pp.403-409.

  3. Concrete Bridge Assessment Using Plastic Collapse Analysis

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/
    29 Feb 2000: Assistant Director of Research, University of Cambridge, U.K. First presented at the Bridge Surveyor Conference, 24. ... A2. P. test. (kN). 29.2. 28.3. 27.9. 19.0. 23.4. 23.5. 24.1.

  4. Concrete Bridge Assessment Using Plastic Collapse Analysis…

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/plaintbl.html
    12 Aug 1998: Hudson tests Kite tests Test No. H1 H2 H3 H4 K1 K2 K3 K4 Ptest (kN) 29.2 28.3 27.9 19.0 23.4 23.5 24.1 ... 7 PCOBRAS (kN) 24.5 25.3 23.0 17.2 22.5 22.3 20.5 17.7 Ptest/PCOBRAS 1.19 1.12 1.21 1.10 1.04

  5. Department of Engineering - Bridge Research Group - Publications

    www-civ.eng.cam.ac.uk/brg/publications.html
    22 Dec 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... In Foundations: proceedings of the second British Geotechnical Association international

  6. Chris Burgoyne Publications Page

    www-civ.eng.cam.ac.uk/cjb/cjbpublications.html
    4 Oct 2011: theory. Journ. Solids & Structures, 32/24, 3573-3588, 1995. Lees J.M., Gruffydd-Jones B. ... of Bone and Mineral Research, 24/11, 1808-1818, 2009. doi: 10.1359/JBMR.090504.

  7. New life for plasticity theory

    www-civ.eng.cam.ac.uk/cjb/concplas/01morley.pdf
    11 Jul 2007: In 2007 Pears [24] tested slabs of similar dimensions but with cube strengths of order 65 MPa. ... Fig. 10 Deflection of column stub relative to adjacent slab – 1.0 % fibres [24].

  8. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/02ashraf.pdf
    11 Jul 2007: 24. Table 2 Comparisons between experimental and predicted load capacities. Source Supporting condition No. ... under Bending and Shear’’, IABSE Periodica, Zurich, 36-II, 1976, 105–120. [24] Exner, H., "On the Effectiveness Factor in Plastic

  9. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf
    11 Jul 2007: Wood showed the resulting momecould be given as [15]. 6. 22 pxpLxM = 24. , ... then the support moment 12/2pLsm =. and the corresponding span moments are 24.

  10. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/07collins.pdf
    11 Jul 2007: Also shown in the figure are the failure shear stresses predicted by program Response-2000 (R2k) [24]. ... Paul’s Church-Yard, 1678, 24 pp. [3] European Committee for Standardization, CEN, EN 1992-1-1:2004 Eurocode 2: Design of Concrete Structures-

  11. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/08denton.pdf
    11 Jul 2007: 12))1(1(24. 23. 2. =hh. hcMwL. p. (19). where h = a / 2L ( = 0.707 a / L) and the width of the yield-lines is equal to a. ... Engineer, Vol. 75, No. 23-24, pp. 403-409. [3] Johansen, K.W., [1962].

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