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Chris Burgoyne Research Page
www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html12 Oct 2010: Final failure occurs when the AFRP yarns failed in tension. Elbow joint mechanics - Complete. ... This project was undertaken as a final year undergraduate project by Graham Redman. -
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 -
2009-TPC-615 Matthew Kuo
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf3 Aug 2011: Geological logging and examination using a scanning electron. microscope of the samples were also completed. ... high initial and final water contents of w=273% and w=246%. This. -
ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...
www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf31 Aug 2001: Is this because thetechnology is wrong? Are the economics wrong? Are engineers too conservative? ... There will thus need to be research before economic designrules can be introduced. -
Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: NASA National Aeronautics and Space Administration, p. 9. NASDA National Space Development Agency of Japan, p. ... The final steps in the construction of a space structureinvolve extensive ground and, possibly, flight testing, which are extremely costly -
FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...
www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf26 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. -
Bolton_DFI_2010_keynote_lecture_preprint
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf3 May 2010: the site and the need to protect the adjacent Big Ben clock tower added very considerably to the final construction cost. ... The final term (λ3 /EI) is simply the inverse of wall bending stiffness per unit length, expressed in consistent units. -
Loss estimation for reinforced concrete buildings: some problems
www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf11 Jul 2007: The intention of this paper is to approach this question through an examination of the performance of reinforced concrete structures in some recent earthquakes. ... 15] EERI, 1981. Earthquake in Campania-Basilicata, Italy November 23, 1980: a -
C i V i L e n g I ...
www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf22 Mar 2010: The decision to make the bridge continuous was a late amendment to the design, and apparently taken on economic grounds since it allowed the new cables to pass from one ... Conclusions and lessons learned. The final conclusion of the present study is -
1 Author’s contact details: R. J. Lock, Graduate Engineer, ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf22 Jun 2003: 1. Author’s contact details: R. J. Lock, Graduate Engineer, Arup, 13 Fitzroy Street,. London W1T 4BQ, UK (e-mail: beccy.lock@arup.com). Academic Supervisor: Professor Malcolm Bolton, Schofield Centre, High Cross, Madingley Road, Cambridge, CB3 0EL, -
with a viewfor use ast are beingns. A widethat ...
www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf25 Apr 2005: small. Final failure would be expected to occur by crushinthe concrete, rather than by snapping of the tendon. ... The final factor that emerges from Table 7 is that no one memerges as a clear “best” model. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf11 Jul 2007: The final model represents the entire bridge and incorporates all the required analysis parameters of material components and geometry. ... 204. 7 ONCLUSIONS. There is clearly an economic imperative to refin and extend the current methods of analysis -
Environmental effects on cover cracking due to corrosion
www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf4 Aug 2010: 22]have reported values for percentage and volume of each chemicalcomponent in the final product. ... 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability.
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