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  2. 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
  3. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Ongabs.html
    16 Mar 2005: A new method is therefore proposed. In this new method, seabed interaction is modelled by a system of coupled linear springs, rather than a single spring.
  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/pagitzabs1.html
    16 Mar 2005: The most advanced program in developing this new generation of balloons is the ULDB Ultra Long Duration Balloon from NASA. <>. ... One of the properties of this new element is that it can be used for heavily wrinkled structures without the necessity of
  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Imhofabs.html
    13 Jul 2005: In this dissertation a new comprehensive methodology has been developed to evaluate the risk of structural collapse of existing concrete bridges, where risk is defined as the product of the consequences
  6. Predicting ground displacement in clay during construction

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html
    27 Apr 2005: A new plastic deformation mechanism for the indentation of a circular punch in undrained clay has been developed. ... New plastic deformations mechanisms with continuous displacement fields have been developed for stability calculations of braced
  7. CUED TR 341 _2_

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR341.pdf
    30 Sep 2005: Wiley and Sons. New York. Randolph, M.F. and Wroth C.P. (1978) "An Analysis of the Deformation of Vertical.
  8. 231-2.pmd

    www-civ.eng.cam.ac.uk/cjb/papers/cp70.pdf
    10 Dec 2005: It is claimed that they were. so cheap that new construction was unable to compete. ... application to a new storage and distribution facility for H.M. Stationery Office at.
  9. 26 Mar 2005: design. Older codes were based on permissiblestresses at the working load; new codes use moment capacities at the ultimateload.
  10. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: busing new materials, so extrapolation of short-term test databe carried out.
  11. AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…

    www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf
    30 Jan 2005: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length.

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