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  2. New life for plasticity theory

    www-civ.eng.cam.ac.uk/cjb/concplas/01morley.pdf
    11 Jul 2007: Morley Symposium on Concrete Plasticity and its Application. University of Cambridge 23rd July, 2007. WHEN PLASTICITY? Chris MORLEY. Department of Engineering, University of Cambridge, UK Keywords: concrete, plasticity, cracking, flow, size effect,
  3. Mapping two-way grids onto free-form surfaces P. Winslow S. ...

    www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf
    20 Jul 2007: 5. Conclusions and further workA new tool for synthesis of two-way grid structures has been presented. ... Schlaich, J. New trade fair in Milan - Grid Topology and Structural behaviour of a free-formed.
  4. 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.
  5. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/09eyre.pdf
    11 Jul 2007: New ideas in graphics continue with the example of Magnell’s presentation of a solution space for the section design in prestressed concrete which has recently been recalibrated for the convenient ... of the original axis (p’) and a new curve is
  6. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/08denton.pdf
    11 Jul 2007: Generally, the primary concern will be whether the structure can safely carry the new ultimate loading. ... The past performance of the structure in service may well provide adequate reassurance about its future service performance under a new loading
  7. S3 : Stadium Roof Design - Cantilever Roof Design experiment

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20Design%20Experiment%20Teachers%20Notes.doc
    2 Jul 2007: Measure this new depth, D, as it will be needed in the following calculation. ... b. Sketch the structure below showing the new forces and dimensions acting on it.
  8. S1 : Stadium Roof Design – Design Decisions

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decision%20Teachers%20Notes.doc
    2 Jul 2007: The new system has an estimated 24 miles of plastic piping running about 10 inches below the surface, from west to east. ... Emirates – P8. Arsenal Football Club recently moved into their new Emirates Stadium in London completed in 2006.
  9. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf
    11 Jul 2007: 5 LIMITATIONS OF THE ANALYSIS METHOD. • The primary limitations on the new generalise. ... Collins,M.P., Mitchell,D., Prestressed concrete structures, Prentice Hall, New Jersey, 1991. [4] Cope,R.J.(ed.), Concrete bridge engineering: performances and
  10. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/02ashraf.pdf
    11 Jul 2007: Standards Association. Toronto, 2004. [7] Chen, W. F., Plasticity in Reinforced Concrete, McGraw Hill, New York, NY, USA, 1982, 474. ... pp. [8] Nielsen M. P., Limit Analysis and Concrete Plasticity, Prentice-Hall, Englewood Cliffs, New.
  11. Modelling of Anisotropic Viscoelastic Behaviour in Super-Pressure…

    www-civ.eng.cam.ac.uk/dsl/publications/Anisotropic%20viscoelastic%20behaviour.pdf
    10 Apr 2007: For the ULDB a new material, called StratoFilm 430, has been introduced. ... subroutine loop (see figure 4) and the new trial stress increment is found from.
  12. Topology Optimization of Adaptive Compliant Aircraft Wing Leading…

    www-civ.eng.cam.ac.uk/dsl/publications/topology_paper_SDM.pdf
    2 Apr 2007: order to derive new topologies.An intuitive approach would be to assign binary parameters to the existence of each member where ‘1’ cor-responds to ‘member exists’ and ‘0’ to ‘member ... 34, 1999, pp. 88–101. 14Martins, E. and Pascoal, M.,
  13. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/07collins.pdf
    11 Jul 2007: 1 INTRODUCTION. In a 1935 Engineering News Record review article [1] for structural design engineers, Professor. ... REFERENCES [1] Cross, H., “Limitations and Applications of Structural Analysis”, Engineering News-Record,.
  14. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/05burgoyne.pdf
    11 Jul 2007: The optimisation is repeated and it is likely that the new optimum will also be on the same ridge.
  15. THE IMPLEMENTATION OF LOAD-PATH TOPOLOGY OPTIMISATION IN SAMCEF FOR…

    www-civ.eng.cam.ac.uk/dsl/publications/SAMCEF%20Paper%202007.pdf
    2 Mar 2007: It can be seen that, following repositioning, the control point’s new coordinates are stored.
  16. Optimization pumpkin balloons.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Optimization%20pumpkin%20balloons%20SMALL.pdf
    7 May 2007: B. Line Search. The previous section has shown how to compute the direction of a new iteration step, however the step lengthis still unknown. ... To determine a new, smaller interval that contains the minimum of the function it is necessary to computea
  17. S2 : Stadium Rood Design - Emirates Structural Analysis

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S2%20Emirates%20structural%20analysis%20Teachers%20Notes.doc
    2 Jul 2007: The notes below, along with the overheads P16-19, should serve as a reminder if the concepts are fairly new.
  18. Thusyanthan, N. I. et al. (2007). Géotechnique 57, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/182.pdf
    30 Jul 2007: Most significantly, evidence is presentedof a new understanding of cracking in clays.

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