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91 - 100 of 408 search results for news |u:www-civ.eng.cam.ac.uk

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  2. Department of Engineering - Bridge Research Group - Research

    www-civ.eng.cam.ac.uk/brg/research.html
    22 Dec 2011: decade. Recent work has resulted in a new lower-bound plastic analysis technique. ... Used in conjunction with an upper-bound yield-line analysis, this new technique could provide assessing engineers with a high degree of confidence in the accuracy of

  3. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Tliuabbs.html
    21 Mar 2005: A new theoretical model to explain the de-bonding phenomenon is proposed, and a method of calculating the deflection of the NSM CFRP reinforced concrete beams based on the summation of ... A comparison between the new theoretical predictions and the

  4. CUED Structures Group Theses - Ashour

    www-civ.eng.cam.ac.uk/abstract/gsabs.htm
    10 Nov 2003: The new model is composed of two pairs of coupled non-linear differential equations; one for the structure and the other for the vortices. ... The new coupled--oscillator model allows the comparison of classes of bridge with various control mechanisms.

  5. FRPRCS-10-Taher-Burgoyne-Cambridge-Final

    www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf
    8 Apr 2011: As the load T increases, new cracks form when the. concrete strain exceeds its cracking strain.

  6. D:\Current_work\Closed-Loop Linkages\SDM_paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Closed-loops_SDM.pdf
    14 Feb 2003: NASA-CR-2347.4 Mikulas, M. (1998) Personal Communication.5 Bennett, G.T. (1903) A new mechanism, Engineering 76,777-778.6 Goldberg, M. ... 1943). New Five-Bar and Six-Bar Linkages inThree Dimensions. Transactions of the ASME, 649-661.7 Pellegrino, S.,

  7. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf
    26 Mar 2010: Future maintenance remains the problem for future generations and new structures are built cheaply. ... Fig 4 Net Present Value of not building new bridges in the US with FRP.

  8. IASS-IACM 2000Fourth International Colloquium on Computation of Shell …

    www-civ.eng.cam.ac.uk/dsl/publications/slittube.pdf
    13 Sep 2000: Diana A. Galletly, Simon D. Guest. 1 Introduction. The area of bistable composite structures is a new and exciting field of research. ... This allows us to calculatea new version of the tangent stiffness matrix incorporating these second order effects.

  9. Analysis of Continuous Prestressed Concrete Beams Chris Burgoyne…

    www-civ.eng.cam.ac.uk/cjb/papers/cp71.pdf
    26 Mar 2005: design. Older codes were based on permissiblestresses at the working load; new codes use moment capacities at the ultimateload.

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

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: Abstract This paper presents a study of the folding of a new self-powered, self-latching tubehinge for deployable structures. ... An example of this new approach is a self-powered, self-latching tube hinge madeby cutting three parallel slots in a

  11. o bewherebrittleerin an cement.current ity. Shear Analysis of…

    www-civ.eng.cam.ac.uk/cjb/papers/p47.pdf
    16 Oct 2003: J.,883!, 301–308. Kotsovos, M. D., and Pavlovic, M. N. 1999! Ultimate limit-state designof concrete structures—A new approach, Thomas Telford Ltd., Lon-don. ... Japan Concr. Inst.,11, 193–198. Mörsch, E.1909! Der Eisenbetonbau, 3rd Ed.,

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