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  2. ACM-186

    www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf
    20 Jul 2004: Figure 6 shows the additional predicted number of bridges that need repair using steel bars (cases 2 and 3) in comparison to a scenario of corrosion-free new bridges for a ... Fig. 7 Net Present Value of not building new bridges in the US with FRP.
  3. SE20 Design Codes Burgoyne :Layout 1

    www-civ.eng.cam.ac.uk/cjb/papers/p63.pdf
    22 Mar 2010: Codes new to the limit state. format are the Eurocodes for timber and geotechnics. ... Achieving unanimity in this area will take time. There is also a question about new developments.
  4. THE PLASTICITY OF UNREINFORCED CONCRETE

    www-civ.eng.cam.ac.uk/cjb/concplas/12heyman.pdf
    11 Jul 2007: 1(b). Thus the arch is freely deformable to conform to the new span, and, despite the brittleness of the individual elements, the structure as a whole exhibits “ductile” behaviour.
  5. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/14lowe.pdf
    11 Jul 2007: The Baker Era was drawing to a close and new directions were opening up. ... But new technology must be explored if progress is to be achieved [7].
  6. BiomE

    www-civ.eng.cam.ac.uk/dsl/publications/leaves.pdf
    22 Jan 2002: dle: it needs to snap through the final corrugated stage to achieve the desiredcurvature (figure 16e, f ). 5. Conclusions. This paper has presented a very preliminary study of two new fold ... Clearly much further study is required before these fold
  7. NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...

    www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf
    17 Feb 2006: The new concept is based on forming a collapsible hollow solid, defined by four cylindricalsurfaces. ... 4] Levy, R., Structural Engineering of Microwave Antennas, The Institute of Electrical andElectronics Engineers, New York, 1996.
  8. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/06clyde.pdf
    11 Jul 2007: combining pairs of strut forces into a new short strut and combining that in turn with a third strut until all struts are accommodated (Figure 5a).
  9. CENTRIFUGE MODELING FOR BLAST STUDIES Wipawi Vanadit-Ellis US Army ...

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/MABSPaper.pdf
    18 Oct 2017: Over the last 30 years, two new techniques have been developed which have proven to accurately simulate gravity-induced stress states in structures subjected to dynamic loadings.
  10. C i V i L e n g I ...

    www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf
    22 Mar 2010: New Civil Engineer, 5 December 1996, 6–7. 4. ParKer D. Tropical overload. ... New Civil Engineer, 12/26 December 1996, 18–21. 5. burgoyne C. J.
  11. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decisions%20Presentation.ppt
    26 Aug 2007: Total cost £10,000. Upgraded for 1991 World Cup by a new heated system of hot water pipes. ... Divide into the 3 clients for a new premiership football club stadium;.
  12. frprcs9Final00487

    www-civ.eng.cam.ac.uk/cjb/papers/cp83.pdf
    26 Mar 2010: Exciting prospects exist for a new type of “FRPcrete” that is more than simply a combination of two existing materials. ... Inevitably, most codes make implicit assumptions that are not obvious. If codes are written too early, they prevent the
  13. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 Nov 2013: 2012). Invited keynote: quandary in geomaterialcharacterization: new vs. old. In Shaking the foundations ofgeoengineering education. ... 1975). Discussion: new design procedure for thestability of soft clays. ASCE J.
  14. DSL - Retractable Roof Structures

    www-civ.eng.cam.ac.uk/dsl/roof/planar/planar.html
    1 Jul 2003: Two physical models of these plate structures have been made to demonstrate some of these new solutions. ... This element consists of two identical angulated bars connected together by a scissor hinge at node E, see Figure 1, and forms the basis of a new
  15. 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.
  16. C:\Documents and Settings\Administrator\My…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf
    14 May 2002: The requirement for large apertures that can becompactly packaged for launch and reliably deployed inorbit, to achieve their intended configuration precisely,has spurred extensive new research worldwide. ... 73-80. Levy, R. (1996). Structural Engineering
  17. 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.
  18. 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.
  19. Coulomb’s (1773) and Rankine’s (1857) soil properties.

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans_pub/30%20Prague%20slides.pptx
    30 Oct 2017: The toe moves up, initiating shearing and dilation in a new upper failure zone, that finally breaks out of the dense sand surface at the top right. ... Similar trench invert grades in the new 20th century sewer pipes caused flow at same speed.
  20. paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf
    8 Feb 2000: A new design conceptof natural shape balloon for high pressure dura-bility, AIAA International Balloon TechnologyConference, June 28{July 1 1999, Norfolk, VA. ... 36, 1998. 8. Abramowitz, M. and Stegun, I.A. Handbookof Mathematical Functions, Dover, New
  21. 26 Mar 2010: The extension of the crack will occur only if there is sufficient released energy to create the required new surfaces. ... The energy needed to form associated new fracture surfaces depends on the interface fracture energy, the determination of which is

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