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  2. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/milesabs.htm
    25 Nov 1998: In addition, the exploration of new reservoirs at higher temperatures and pressures than before leaves a submarine pipeline on the seabed more susceptible to lateral thermal buckling.
  3. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/pagitzabs1.html
    16 Mar 2005: The most advanced program in developing this new generation of balloons is the ULDB Ultra Long Duration Balloon from NASA. <>. ... One of the properties of this new element is that it can be used for heavily wrinkled structures without the necessity of
  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hackabs2.htm
    10 Nov 2003: A new type of stick-slip rotary actuator is investigated; angular resolution is as small as 0.2 arcsec and its angular velocity is large as 10 deg/s.
  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Imhofabs.html
    13 Jul 2005: In this dissertation a new comprehensive methodology has been developed to evaluate the risk of structural collapse of existing concrete bridges, where risk is defined as the product of the consequences
  6. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/weerasingheabs.html
    17 Apr 2001: In the new arrangement, the Slimdek system replaces the composite deck-slab used in stub-girder assemblies. ... The new system is aimed at achieving clear spans in the 15-19 m range and a totally unpropped construction sequence.
  7. CUED Structures Group Theses - Chan

    www-civ.eng.cam.ac.uk/abstract/tkcabs.htm
    23 Sep 1998: The experimental investigation into the effects on 7019 alloy of a range of thermal histories has produced new data on the mechanical properties of the material.
  8. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wattabs.html
    12 Dec 2003: A new design of tape-spring Rolamite hinge is presented, which incorporates wires rather than bands, and weighs less than a tenth of previous designs.
  9. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/apdabst.htm
    10 Nov 2003: The six legs of the platform are formed by a new type of actuator.
  10. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/galletlyabs.htm
    10 Nov 2003: The examples considered for the original model are re-evaluated using the new model; the equilibrium locations for the anti-symmetric and isotropic cases are found to be unchanged, whilst the.
  11. Matthew DeJong - Research

    www-civ.eng.cam.ac.uk/struct/mjd/research.html
    15 Sep 2014: This research aims to improve assessment capabilities, and involve three primary aspects: 1) development of new modelling techniques which focus on structural stability rather than material strength, and 2) evaluation and
  12. CUED Structures Group Theses - Other

    www-civ.eng.cam.ac.uk/abstract/stratfordabs.html
    17 Apr 2001: The crack-equilibrium model uses an incremental solution procedure. During solution, checks are made to predict the formation of new cracks, and simple failure criteria are applied to each of the
  13. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/lateral/photos.htm
    6 Jun 2001: The Lower San Fernando Dam suffered failure by lateral spreading in 1971. The Showa Bridge's pile foundations moved due to lateral spreading. Soil piling up around a bridge pier in Taiwan. Flow around a centrifuge model pile.
  14. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/kjabs.html
    19 Oct 2004: The average integration method used by CALTRANS and New Zealand codes to calculate the spiral shear contribution was revised; both theoretical and practical recommendations were given regarding their  design factor.
  15. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/holstabs.htm
    10 Nov 2003: In this thesis a new approach is proposed for analysing some of the more challenging examples relating to shell buckling.
  16. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/LTTanabs.html
    13 Nov 2003: In conclusion, the new stiffening system has been shown to significantly reduce the distortions caused by the manufacturing process, thus increasing the surface accuracy.
  17. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/mansfield.html
    31 Jul 2008: A yield-line analysis with COBRAS using this new mechanism successfully predicted the collapse load of the square plate to within 2.2% of Fox’s exact solution.
  18. Becoming a Civil Engineer at Cambridge

    www-civ.eng.cam.ac.uk/civils.html
    6 Aug 2008: But there will always be new things to learn; new techniques; new materials, and new problems to apply them to.
  19. http://www2.eng.cam.ac.uk/~mspg1/new-home/abst-ellis.htm

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ellis.html
    26 Jun 2001: Soil-structure interaction for full-height piled bridge abutments constructed on soft clay. Edward Alan Ellis, Cambridge University. Geotechnical Engineering Group. Abstract. Full-height piled bridge abutments constructed on soft clay are prone to
  20. 11 Jan 2000: The Structural Engineer, 51, 147-154 (1973). 35. C.R. Calladine, 'A new thermodynamic diagram for representing steady one-dimensional compressible fluid flow', J. ... Gupta, pp 71-97, Wiley Eastern, New Delhi (1993). 104. C.R. Calladine, "Causes of
  21. Publications / Presentations

    www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html
    7 Mar 2002: 28. R J Lynch and P A James, " The evaluation of a new cool on-column GC injector" presented at the 20th International Symposium on Chromatography, Bournmouth, 1994.

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