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  2. Cam Middleton

    www-civ.eng.cam.ac.uk/struct/crm/index.html
    4 Oct 2011: Middleton is the Director of the Laing O'Rourke Centre for Construction Engineering and Technology and a co-Investigator in the new Innovation and Knowledge Centre in Smart Infrastructure and Construction. ... New 'Innovation and Knowledge Centre' worth
  3. DSL - Retractable Roof Structures

    www-civ.eng.cam.ac.uk/dsl/roof/index.html
    18 Jun 2003: This website presents some new solutions for the design of novel retractable roof structures. ... The focus of the research is to develop new mechanisms that consists solely of rigid elements and simple joints while having an overall geometry that allows
  4. DSL - Retractable Roof Structures

    www-civ.eng.cam.ac.uk/dsl/roof/
    18 Jun 2003: This website presents some new solutions for the design of novel retractable roof structures. ... The focus of the research is to develop new mechanisms that consists solely of rigid elements and simple joints while having an overall geometry that allows
  5. 19 Sep 2001: Civil, Structural and Environmental Engineering - Division D. Welcome. Division D is one of six sectors into which the inter-disciplinary, "general" Engineering Department of Cambridge University is divided for administrative purposes. It contains
  6. Teaching material for schools - Tall Building design

    www-civ.eng.cam.ac.uk/cjb/schools/buildings1/index.html
    22 Feb 2011: The work was carried out in association with theNot all towers are new - this one is in Suzhou, China.
  7.  

    www-civ.eng.cam.ac.uk/dsl/books.html
    19 Feb 2008: New Approaches to Structural Mechanics, Shells and Biological Structures (ed H.R.
  8. 30 Sep 2002: Yield-line Analysis of Concrete Bridges. Research at Cambridge University has resulted in a new generalised plastic collapse analysis technique for concrete bridges. ... This has been implemented within the COBRAS computer program. This new approach uses
  9. Home Page

    www-civ.eng.cam.ac.uk/dsl/ppao2/
    22 May 2003: RESULTS. The proposed new method, together with the two existing methods mentioned earlier, are tested and compared against a full time domain situation. ... CONCLUSIONS. The proposed new method of modelling seabed interaction has shown to improve the
  10. Cam Middleton

    www-civ.eng.cam.ac.uk/struct/crm/
    4 Oct 2011: Middleton is the Director of the Laing O'Rourke Centre for Construction Engineering and Technology and a co-Investigator in the new Innovation and Knowledge Centre in Smart Infrastructure and Construction. ... New 'Innovation and Knowledge Centre' worth
  11. 21 Sep 1998: By incorporating the COBRAS collapse analysis technique within a reliability analysis framework, a powerful new analysis tool has been developed for investigating the strength and safety of concrete bridges.
  12. 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
  13. 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
  14. 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.
  15. 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.
  16. 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.
  17. 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.
  18. CUED Bridge Research - Publications

    www-civ.eng.cam.ac.uk/brg/papers/
    29 Sep 2004: 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, Editors A.Mufti, B.Bakht & ... Middleton, C.R. The application of new analysis
  19. 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
  20. In Situ Soil Testing for Foundation Performance Prediction Yueyang ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-zhao.html
    11 Mar 2008: To measure monotonic soil properties in situ, a new miniature pressuremeter was developed for the centrifuge.
  21. 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

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