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11 - 20 of 41 search results for Economics Curriculum |u:www-civ.eng.cam.ac.uk where 0 match all words and 41 match some words.
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  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/kesseabs.htm
    9 Aug 2004: There could be significant economic consequences if these structures cannot be strengthened as the only other options are weight restrictions or complete replacement.
  3. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment.
  4. In situ densification as a liquefaction resistance measure for bridge …

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-coelho.html
    11 Jul 2007: Failure of these structures causes great economic losses, serious impediment to post-earthquake emergency operations and long-lasting disruption of social and economic life.
  5. Chris Burgoyne Research Page

    www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html
    12 Oct 2010: Economic Viability of FRP Prestressed Concrete Structures - Complete . Fibre Reinforced Polymers and aramid ropes have been identified as suitable materials for reinforcing and prestressing concrete. ... The problem appears to be economic, but this
  6. Chris Burgoyne Publications Page

    www-civ.eng.cam.ac.uk/cjb/cjbpublications.html
    4 Oct 2011: Submitted to ACI Structural Journal. Balafas I. and Burgoyne C.J., Economics of beams reinforced and prestressed with FRP. ... Burgoyne C.J., Does FRP have an economic future?, Invited Keynote Paper, 4th Conf on Advanced Composite Materials in Bridges
  7. Concrete Bridge Assessment Using Plastic Collapse Analysis

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/
    29 Feb 2000: Even placing some form of traffic or weight restriction on a strategic bridge can impose a substantial economic burden on a community. ... What does failure actually mean in an elastic analysis and what are the consequences of such a failure in terms of
  8. Tunnelling-induced ground and building movement on the Jubilee Line…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-choy.htm
    22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved.
  9. Grouted ground anchors and the soil mechanics aspects of cement…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mckinley.htm
    24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical
  10. Behaviour of rigid foundation in layered soil during seismic…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ghosh.htm
    31 Mar 2004: Site response analysis for the layered soil also showed that there was visible advantage of using a 2D non -linear program over 1D program, as this would enable an economic design.
  11. 26 Mar 2010: But bent pultrusions will never be economic. 4.4 Internal confinement for compression. ... So the economic viability of a design depends crucially on whose costs are taken into account.

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