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  2. Professor Christopher R. Calladine Home Page

    www-civ.eng.cam.ac.uk/crc/crc_web.htm
    1 Feb 2007: For example, progress made in grappling with new structural phenomena in civil, mechanical and offshore engineering leads to more rational design methods in these fields; while at the other end of ... And there are regions in-between - such as deployable
  3. deployable structures laboratory

    www-civ.eng.cam.ac.uk/dsl/index_2007.html
    11 Jan 2008: Laboratory was founded by Prof Sergio Pellegrino in 1990 to develop new, generic solutions and to better understand the behaviour of existing deployable structures. ... exhibitions "Contemporary Developments in Design Science: Buckminster Fuller
  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wattabs1.html
    10 Aug 2004: Lightweight deployable SAR structures. Alan Watt. Abstract. This thesis presents the conceptual design of a new style of frame for deploying, supporting and tensioning a membrane-based Synthetic Aperture Radar (SAR). ... As no present hinge designs can
  5. CUED Structures Group Theses - Ashour

    www-civ.eng.cam.ac.uk/abstract/afaabs.htm
    10 Nov 2003: The interaction between concrete and steel is modelled using a new linkage element.
  6. Cam Middleton: Presentations

    www-civ.eng.cam.ac.uk/struct/crm/presentations.html
    16 Jul 2010: LoBEG Autumn Meeting, London, UK. AUSTROADS 2009, Aukland, New Zealand. London Underground Composite Structures Group, London, UK.
  7. CUED Structures Group Theses - Lees

    www-civ.eng.cam.ac.uk/abstract/jmlabs.htm
    10 Nov 2003: It is suggested that the use of such tendons could be incorporated into a new design basis for FRP-prestressed beams.
  8. reflector

    www-civ.eng.cam.ac.uk/dsl/Omer/reflector.html
    2 Dec 2003: New Deployable Reflector Concept. This study presents a new deployable structure concept for a low altitude Synthetic Aperture Radar (SAR) satellite (see Figure 1). ... Figure 1: Baseline satellite with classical hinged panels. Figure 2 : New concept
  9. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/boundary/photos.html
    11 Aug 2003: CPTs in place over the ESB box. A model CPT probe. Pre and post earthquake CPT profiles for the centre of the ESB box. Pre and post earthquake CPT profiles for the end of the ESB box. Deep ESB box, loaded on the centrifuge with the SAM actuator.
  10. Electrokinetic Soil Remediation

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-el-hamalawi.html
    26 Jun 2001: A new error criterion was developed based on one of the superconvergent patch recovery methods, and pore pressures were incorporated as well. ... Alternatively, an unstructured mesh generator using a modified form of the Delaunay triangulation algorithm
  11. Excess pore pressures under cyclically loaded model jack-up…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-hsu.htm
    13 Feb 2002: In this new series of centrifugal tests, the effects of excess pore pressure under spud-can foundations of a scaled model three-leg offshore jack up structure subjected to horizontal cyclic
  12. Centrifugal modelling of tunnel construction in soft clay

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mair.html
    26 Jun 2001: Observed collapse mechanisms in the centrifuge models led to the development of new and improved upper bound solutions.
  13. The response of full-scale piles and piled structures to tunnelling

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-selemetas.htm
    26 Jan 2006: The fieldwork took place during construction of the new Channel Tunnel Rail Link (CTRL) in the UK, in Contract 250 in Dagenham, Essex.
  14. Clastic Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mcdowell.html
    26 Jun 2001: Taking the production of new surface area from the particle size distributions produced by the numerical model, a work equation is used to deduce the plastic compression of voids, for
  15. Seismic Modelling of Rock-Fill Embankments on Deep Loose Saturated…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-carrier.htm
    26 Jun 2001: As dielectric soil characterisation is a very new area, there are few sensors available for practical applications.
  16. Soil-Pipeline Interaction at the Seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheuk.htm
    29 Nov 2007: A new image analysis technique was used to track the soil movement without recourse to intrusive target markers.
  17. Tunnelling in sand and its effect on pipelines and piles

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-marshall.html
    11 Jun 2009: New tunnel construction occurs increasingly close to existing buried structures. Tunnel designers must account for likely effects that construction activities may have on these structures.
  18. Conditioning of clay soils for tunnelling machine screw conveyors

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-dimmock.htm
    7 Jul 2004: The thesis proposes new ways in which the magnitude of ground movement may be predicted, with an emphasis on the different stages of tunnel construction; a modified approach to the Load
  19. An investigation into the behaviour of pressed-in piles

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-white.htm
    27 Jun 2002: A new system for deformation measurement in plane strain modelling and other forms of geotechnical testing has been developed.
  20. Department of Engineering - Bridge Research Group - Publications

    www-civ.eng.cam.ac.uk/brg/publications.html
    22 Dec 2011: 1995 (Unpublished). 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering. ... Middleton, C.R. The application of new analysis
  21. Cam Middleton: Publications

    www-civ.eng.cam.ac.uk/struct/crm/publications.html
    27 May 2011: Unpublished). 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering. ... Middleton, C.R. The application of new analysis techniques to
  22. SOIL-PIPELINE INTERACTION IN UNSATURATED SOILS

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-robert.html
    16 Sep 2010: The results were synthesized to produce new normalised pipe load charts.
  23. Behaviour of landfill systems under monotonic and earthquake loading

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html
    29 Nov 2007: This research has shown the effectiveness of dynamic centrifuge testing of MSW landfills and provided valuable information that may be used in designing of new landfills or risk assessment of old
  24. www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf
    11 Aug 2003:
  25. www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf
    11 Aug 2003:
  26. Three-dimensional finite element analysis of short and long-term…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-wongsaroj.html
    23 Feb 2006: In low permeability soils, a change in stress state induces excess pore pressures that, in the long-term, dissipate into a new equilibrium regime leading to further ground displacement and complex
  27. 19 Jun 2002: NEW APPROACHES TO STRUCTURAL MECHANICS,. SHELLS AND BIOLOGICAL STRUCTURES. Edited by H.R Drew and S.
  28. Jumping Bunny Research Project - Main Page

    www-civ.eng.cam.ac.uk/dsl/Bistable_actuation/main_project_page.html
    11 Nov 2003: This new concept is shown below alongside the chosen actuation strategy.
  29.  

    www-civ.eng.cam.ac.uk/dsl/publications.html
    19 Feb 2008: In Proc. SPACE98, April 26-30, 1998, Albuquerque, New Mexico (Edited by R. ... 1989. Kwan, A. S. K. and Pellegrino, S. (1989). A new deployable mast.
  30. Chris Calladine

    www-civ.eng.cam.ac.uk/struct/crc/publications.html
    21 Aug 2008: 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
  31. Chris Burgoyne Research Page

    www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html
    12 Oct 2010: Slightly paradoxically, development of new tension materials focusses attention on the failure mechanisms of concrete.
  32. Chris Burgoyne Publications Page

    www-civ.eng.cam.ac.uk/cjb/cjbpublications.html
    4 Oct 2011: Struct. Engrs, London, June 1991. Burgoyne C.J., Parafil ropes - from development to application, IABSE Colloquium on New Materials, Cambridge, July 1991. ... Burns Symposium on Historic Innovations in Prestressed Concrete, ACI SP-231, 15-32, New Orleans,
  33. http://blog

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/photosource.doc
    2 Jul 2007: Wembley. http://blog.fanfaktor.de/images/wembley-stadium.jpg. Twickenham. Stadium Photo Copyright Realistic Photo Graphics Ltd. Man U. www.manchesterpremieraction.com/theatre-of-dr.. Millenium Stadium. Murrayfield. www.worldstadiums.com. Emirates.
  34. Concrete Bridge Assessment Using Plastic Collapse Analysis

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/
    29 Feb 2000: A new technique for performing yield-line analysis has been developed recently at Cambridge University and implemented in a computer program called C.
  35. 2 3 4

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans_pub/ParachuteToTameTheTide.pdf
    27 Nov 2017:
  36. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/aberleabs.htm
    31 Jul 2008: These new formulations, based on power series, are applicable for any degree of shear stiffness and any axial load. ... The new element formulations, together with the proposed solution procedures are implemented into an essentially new computer program.
  37. 24 Sep 2002: Compared to the design of new structures, existing structures have to be treated differently.
  38. CUED Structures Group Theses - Amaniampong

    www-civ.eng.cam.ac.uk/abstract/guestabs.htm
    10 Nov 2003: This dissertation is an attempt to inject new ideas into the field of deployable structures. ... Previous work on this concept is reviewed, and a new analysis of the fold pattern is presented.
  39. CUED Structures Group Theses - Lipscombe

    www-civ.eng.cam.ac.uk/abstract/prlabs.htm
    23 Sep 1998: A new theoretical model is developed to explain the experimental behaviour, it allows the block to lose contact with the foundation after impact. ... The predictions of the new 'bouncing' model match the experimental results well.
  40. CUED home page - Dr E. Kebadze

    www-civ.eng.cam.ac.uk/dsl/FoldingSARs/
    26 May 2004: A new concept:. The standard design for a space-based SAR (shown above) is based on rigid surfaces deployed by motorised hinges.
  41. CUED Bridge Research

    www-civ.eng.cam.ac.uk/brg/brg.htm
    27 Sep 2002: One of the key ideas being examined is how Proffessor Rackwitz' new Life Quality Index approach to setting target safety levels can be applied in practical situations.
  42. CUED Structures Group Theses - Kangwai

    www-civ.eng.cam.ac.uk/abstract/rdkmabs.htm
    4 Nov 2003: by R D Kangwai. A symmetric structure is a structure that can be brought into a new position which is mechanically and geometrically identical to its original position. ... This thesis provides a new application of group theory to the force method of
  43. Cam Middleton: Research

    www-civ.eng.cam.ac.uk/struct/crm/research.html
    3 Nov 2010: Other research has aimed to:. develop a new non-destructive method for the detection of corrosion using electromagnetic sensors in collaboration with industry. ... Recently research has been conducted into using wireless sensors for structural health
  44. Self Locking Rolling Hinges

    www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt
    5 Jul 2001: Tape-Spring Rolling Hinges. Alan M. Watt. Outline of Talk. Why build new hinges. ... Moment - rotation properties. Damping. Wire Effects. Applications of hinges. Why build new hinges.
  45. Geotechnical centrifuge development can correct soil mechanics errors

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/gc.html
    17 Dec 1998: In contrast, Pokrovsky’s "efforts" gave the Soviets a "new and efficient" research asset. ... Terzaghi, Peck and Mesri (1996), Soil Mechanics in Engineering Practice, Wiley, New York.
  46. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: result not only in the production of new ideas, butalso in action which will be of positive benefit tothe national economy.”. ... Philip Guildford – New Director of Research. For further information, please contact Philipon pg28@cam.ac.uk.
  47. Abstract Heavily overconsolidated clays like London Clay present an…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/K_Ellison.pdf
    4 May 2012: The improved performance of the new models is demonstrated through materialpoint simulations of a variety of conventional and nonconventional laboratory tests.The importance of anisotropy for boundary value problems is then
  48. University of Cambridge

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf
    25 Jul 2012: The new model embeds the non-linear elasticity and strain hardening and softening properties into the ordinary Mohr Coulomb model.
  49. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: CONCLUSIONS. INTRODUCTION. The proposed new method of modelling seabed interaction has shown to improve the overall accuracy of frequency domain analysis. ... sion Prediction of Model D (new method). remains accurate even when amplitude of excitation is
  50. Microsoft PowerPoint - mritalkgreece

    www-civ.eng.cam.ac.uk/cjb/papers/cp88.pdf
    26 Mar 2010: Nemati and Monteiro: A New Method to Observe Three-Dimensional Fractures in Concrete Using Liquid Metal.
  51. New Document

    www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/beam/photos.htm
    26 Jun 2001: The 10 metre beam centrifuge. A centrifuge package on its swing. An instrumented foundation. A flexible earthquake model container.

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