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81 - 90 of 409 search results for news |u:www-civ.eng.cam.ac.uk

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  2. Welcome to the Cambridge Geotechnical Group

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_remediation/text.htm
    27 Jun 2008: Pollution Remediation. Remediation of contaminated land is an urgent problem and is relevant now in the UK, where there is a current government directive that 60% of new building should be

  3. A note on Taylor's interlocking and Terzaghi’s "true…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/GeotechNews.htm
    6 Jan 2000: This note was published in Geotechnical News Vol 17 No 4 December 1999. ... Taylor (1948); ‘Fundamentals of Soil Mechanics’, Wiley, New York. Terzaghi (1943); ‘Theoretical Soil Mechanics’, Wiley, New York.

  4. 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.

  5. D:\Current_work\Closed-Loop Linkages\SDM_paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Closed-loops_SDM.pdf
    14 Feb 2003: NASA-CR-2347.4 Mikulas, M. (1998) Personal Communication.5 Bennett, G.T. (1903) A new mechanism, Engineering 76,777-778.6 Goldberg, M. ... 1943). New Five-Bar and Six-Bar Linkages inThree Dimensions. Transactions of the ASME, 649-661.7 Pellegrino, S.,

  6. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf
    26 Mar 2010: Future maintenance remains the problem for future generations and new structures are built cheaply. ... Fig 4 Net Present Value of not building new bridges in the US with FRP.

  7. FRPRCS-10-Taher-Burgoyne-Cambridge-Final

    www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf
    8 Apr 2011: As the load T increases, new cracks form when the. concrete strain exceeds its cracking strain.

  8. S3: Cantilever Roof Design experiment Cut out and Calculate ...

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20Design%20Experiment%20Student%20Handout.doc
    5 Apr 2007: Calculate area of new roof. 7. Using the same principles as before how can we calculate the area of the new roof? ... b. Sketch the structure below showing the new forces and dimensions acting on it.

  9. IASS-IACM 2000Fourth International Colloquium on Computation of Shell …

    www-civ.eng.cam.ac.uk/dsl/publications/slittube.pdf
    13 Sep 2000: Diana A. Galletly, Simon D. Guest. 1 Introduction. The area of bistable composite structures is a new and exciting field of research. ... This allows us to calculatea new version of the tangent stiffness matrix incorporating these second order effects.

  10. D:\Papers\Foldable composite structures-IASS\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: Abstract This paper presents a study of the folding of a new self-powered, self-latching tubehinge for deployable structures. ... An example of this new approach is a self-powered, self-latching tube hinge madeby cutting three parallel slots in a

  11. Analysis of Continuous Prestressed Concrete Beams Chris Burgoyne…

    www-civ.eng.cam.ac.uk/cjb/papers/cp71.pdf
    26 Mar 2005: design. Older codes were based on permissiblestresses at the working load; new codes use moment capacities at the ultimateload.

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