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  2. CUED Structures Group Theses - Chan

    www-civ.eng.cam.ac.uk/abstract/ibabs.htm
    8 Jul 2004: Fibre-reinforced-polymers versus steel in concrete bridges: Structural design and economic viability. ... Thus if a bridge is to be repaired the speed rather than the material cost is of economic importance.
  3. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Imhofabs.html
    13 Jul 2005: To ensure the most efficient use of limited economic resources, it is important that such actions are only undertaken on those bridges which actually need intervention.
  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wmsabst.htm
    2 Dec 1998: From the work carried out in this study, it can be concluded that composite space truss bridges with profiled steel sheeting and GRP enclosures can provide safe, economic solutions to the
  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/jensenabs.html
    5 May 2005: This increase has been based on the flexibility and better economic performance offered by venues featuring retractable roofs compared to those with traditional fixed roofs.
  6. 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.
  7. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf
    11 Jul 2007: Even placing some form of traffic or weight restriction on a strategic bridge can impose a substantial economic burden on a community. ... 204. 7 ONCLUSIONS. There is clearly an economic imperative to refin and extend the current methods of analysis used
  8. 19 Mar 2010: Doubt in the extrapolation. method can thus have a very real economic effect and can.
  9. 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.
  10. Environmental effects on cover cracking due to corrosion

    www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf
    4 Aug 2010: 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability.
  11. The Study ofRelative Density and Boundary Effects for Cone ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf
    22 Aug 2001: particularly for the shallow penetration mechanism. 2 5. Acknowledgement. This study was made possible by the financial support of the European Economic.
  12. 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
  13. 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.
  14. 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.
  15. Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf
    2 Aug 2011: Introduction. Upheaval Buckling. Failure of an oil or gas pipeline has serious economic and envi-ronmental consequences.
  16. 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
  17. 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
  18. 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
  19. GENERALISED AND HYBRID SUSTAINABILITY ASSESSMENTS IN CONTAMINATED…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Deyi%20Hou.pdf
    9 Sep 2014: social and economic sustainability and tertiary impacts, and the lack of transferrable. ... sustainability assessments which improves existing sustainability assessment. methods by incorporating social and economic sustainability as well as providing.
  20. ACM-186

    www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf
    20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... In this paper methods to study the economics of those materials are presented and conclusions on their viability in bridges are drawn.
  21. Yetginer, A. G., White, D. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf
    12 Oct 2006: These results, if confirmed for a wider range of pile sizesand ground conditions, suggest that there may be potentialfor the high stiffness of jacked piles to be exploited formore economic foundation

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