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  2. Professor Christopher R. Calladine Home Page

    www-civ.eng.cam.ac.uk/crc/crc_web.htm
    1 Feb 2007: For example, progress made in grappling with new structural phenomena in civil, mechanical and offshore engineering leads to more rational design methods in these fields; while at the other end of ... And there are regions in-between - such as deployable
  3. Elastic Folding of Reflector Antennas

    www-civ.eng.cam.ac.uk/dsl/ltdish.html
    6 Nov 2007: This new concept consists of a thin walled graphite mesh dish -made from material with a triaxial weave with an integral lattice of ribs and connecting elements, with a stiffening hoop
  4. Stability of marine pipelines on unstable and liquefied seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teh.htm
    29 Nov 2007: This thesis examines the paradoxes in the conventional definition of soil liquefaction and proposes a new mechanism for wave-induced seabed liquefaction. ... The new design method is verified against measurements from the wave flume experiments, and also
  5. http://blog

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/photosource.doc
    2 Jul 2007: Wembley. http://blog.fanfaktor.de/images/wembley-stadium.jpg. Twickenham. Stadium Photo Copyright Realistic Photo Graphics Ltd. Man U. www.manchesterpremieraction.com/theatre-of-dr.. Millenium Stadium. Murrayfield. www.worldstadiums.com. Emirates.
  6. Impact of Monsoon Rainfall on Soil Erosion

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-pal.html
    12 Dec 2007: Emphasis has been placed on rainfall erosivity – the climatological factor of RUSLE2 which was determined using a 50-year rainfall data introducing a new methodology and assumptions for disaggregating daily to
  7. The lower bound theorem of plasticity cannot be used as a basis for…

    www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf
    11 Jul 2007: a) Existing approach (b) New Approach. Fig. 1 – Design of Indeterminate Reinforced Concrete Structures. ... The EI distribution corresponding to this factored moment distribution is input to the analysis with the new factored loading and the process is
  8. Soil-Pipeline Interaction at the Seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheuk.htm
    29 Nov 2007: A new image analysis technique was used to track the soil movement without recourse to intrusive target markers.
  9. Behaviour of landfill systems under monotonic and earthquake loading

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html
    29 Nov 2007: This research has shown the effectiveness of dynamic centrifuge testing of MSW landfills and provided valuable information that may be used in designing of new landfills or risk assessment of old
  10. THE PLASTICITY OF UNREINFORCED CONCRETE

    www-civ.eng.cam.ac.uk/cjb/concplas/12heyman.pdf
    11 Jul 2007: 1(b). Thus the arch is freely deformable to conform to the new span, and, despite the brittleness of the individual elements, the structure as a whole exhibits “ductile” behaviour.
  11. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/14lowe.pdf
    11 Jul 2007: The Baker Era was drawing to a close and new directions were opening up. ... But new technology must be explored if progress is to be achieved [7].

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