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31 - 40 of 50 search results for Economics exam |u:www-civ.eng.cam.ac.uk where 0 match all words and 50 match some words.
  1. Results that match 1 of 2 words

  2. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 Apr 2011: This directly affects the economics of the application, and because of uncertainty about the long-term properties can lead to very high factors of safety being applied. ... Doubt about the extrapolation method can have a very real economic effect and can
  3. frprcs9Final00487

    www-civ.eng.cam.ac.uk/cjb/papers/cp83.pdf
    26 Mar 2010: FIBRE REINFORCED POLYMERS – STRENGTHS, WEAKNESSES,. OPPORTUNITIES AND THREATS. Chris BURGOYNE Department of Engineering, University of Cambridge, UK Keywords: economics, strengths, weakness, applications, design. ... So once again we are being forced
  4. 20 Mar 2000: ture for changes in use [5]. It wasrecognised early in the work that car-bon fibre is not economic when viewedon the basis of the material cost. ... time.Similarly, the use of GFRP compositesfor complete structures is proving tobe economic when there are
  5. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: Would. such a bridge be economic? It is made from a rectangular block. ... metallic materials, requirements and economic appli-. cations. Proceedings of the 2nd International RILEM.
  6. A new design method for retaining walls in clay ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf
    18 Jan 2006: Having taken thisjudgment based on experience, the designer is instructed onthe precise partial factor by which soil strengths, for exam-ple, are reduced. ... In this case, the validity of MSD assumptions was exam-ined for a typical concrete wall
  7. paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf
    8 Feb 2000: A good exam-ple of an in atable membrane structure is the scien-tic balloon shown in Figure 1. ... The analysis of thelobed cylinder demonstrates that a simple membranestructure becomes unstable for certain parameters.The system stability may be
  8. Bolton, M. D. & Wilson, J. M. R. (1989). ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf
    6 Jan 2004: The relationship between the function and the backbone curve will be exam- ined below and its use is crucial to the subsequent analysis of the dynamic characteristics of the soil.
  9. Thesis_VivaCorrections_Rev1_DG

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Garber_D.pdf
    15 May 2014: incorporating this uncertainty in the design and economic evaluation of full-size (i.e.
  10. 28 Feb 2003: n bars of reinforcement,each with area A. Fig. 5. Dimensions of beam section considered in the exam-. ... Research on FRP-reinforced concrete has largely fo-. cused on the properties of the reinforcement, for exam-.
  11. C i V i L e n g I ...

    www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf
    22 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

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