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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. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decisions%20Presentation.ppt
    26 Aug 2007: Total cost £10,000. Upgraded for 1991 World Cup by a new heated system of hot water pipes. ... Divide into the 3 clients for a new premiership football club stadium;.
  12. 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].
  13. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/06clyde.pdf
    11 Jul 2007: combining pairs of strut forces into a new short strut and combining that in turn with a third strut until all struts are accommodated (Figure 5a).
  14. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20design%20Presentation.ppt
    26 Aug 2007: P33. Calculate area of new roof. b. Again in order to balance the clockwise and anticlockwise moments about the mast must equal.
  15. Summary

    www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf
    11 Jul 2007: and Park, R., "Strength and ductility of bridge sub structures", presented at the bridge and research seminar, Road research unit, National roads board Wellington New Zealand 1984. ... 5] Kotsovos, M.D. and Pavlovic, M.N., "Ultimate limit state structures
  16. Loss estimation for reinforced concrete buildings: some problems

    www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf
    11 Jul 2007: Meanwhile a degree of validation of existing calculated approaches using the existing damage data coupled with new estimates of the causative ground motion can begin to reconcile the two approaches. ... 17] Mo, Y.L. 2003. Chapter 13, Reinforced Concrete
  17. P:\09-T-N-FL\09242-Chan\Prelims\Prelims

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf
    6 Feb 2007: 25, ASCE, New York, N.Y., 439–470. Ladd, C. C., and Edgers, L. ... D. (2004). A new designmethod for retaining walls in clay. Canadian GeotechnicalJournal, 41(3): 451–466.
  18. Implementation and Validation of Schapery-Rand Anisotropic…

    www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf
    18 May 2007: apply. Once the correct wrinkling orientation has been founda new effective elasticity matrix Def f can be determined that relates a given state of strain to a state ofuniaxial stress. ... Theresults are compared in Figure 8. The left column shows the
  19. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 Jul 2007: By considering this new dimension for the cone, predictions against reality were found to be fairly accurate, and four representative predicted vs actual load-deflection plots are shown in Figure 15, ... Clearly, there is significant improvement. The
  20. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf
    12 Jul 2007: thast are requiredduring the construction of ‘new build’, Therefore the design of such foundations can be done by using plasticity theory and optimum reinforcement can be provided. ... and Peck, R.B., Soil Mechanics in Engineering Practice, 2nd ed.,
  21. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/11gurley.pdf
    11 Jul 2007: design of new US Federal buildings. GSA 2003 is more detailed than the UK Requirement A3. ... submitted for publication. [8] GSA 2003: Progressive Collapse Analysis and Design Guidelines for New Federal Office.

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