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  2. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: 22|The Structural Engineer – 6 January 2004. paper: burgoyne. Structural engineers are increasingly finding themselvesassessing existing structures rather than designing new ones.These need to be checked because loads have changed
  3. Burgoyne

    www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf
    20 Jul 2004: They are unable to compete in terms of cost and convenience with the new structure. ... Future maintenance remains the problem of future generations and new structures are built cheaply.
  4. Paper - Vesic vs Winkler_Final_CUED Report 332 Rev7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR332.pdf
    18 Oct 2004: new tunnel is excavated under an existing pipe. The tunnel excavation generates soil. ... Fig. 8 Comparison between continuum solution and Winkler solution under the new analog.
  5. D:\Papers\Folding of composites\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf
    6 May 2004: Second Edition,McGraw-Hill, New York, 1996. [2] Vyvyan WW. Self-actuating, self-locking hinge.
  6. C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…

    www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf
    9 Apr 2004: AIAA 2004-1819Carbon Fibre Reinforced PlasticTape SpringsJ.C.H. Yee , O. Soykasap , and S. PellegrinoUniversity of Cambridge, Cambridge, CB2 1PZ, UK. 45th AIAA/ASME/ASCE/AHS/ASCStructures, Structural Dynamics, and. Materials Conference19-22 April
  7. D:\Papers\Optimization cover plates\cover-plates-paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf
    10 Jan 2004: Structures, pp 752–761. New York: ASCE, 1994. [3] Gantes CJ. Deployable structures: analysis and design. ... The method of moving asymptotes - a new method for structural opti-.
  8. D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf
    29 Mar 2004: Structural ConceptThe key geometric ideas behind the proposed new. concept can be explained as follows.Consider a flat sheet A with a curved edge, con-. ... Patent applications protecting the new. concept presented in this paper have been filed [10].The
  9. Take, W. A. & Bolton, M. D. (2004). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128dis_Geotechnique_No54_Issue3_229_232.pdf
    7 Jun 2004: To cope with this problem, the authorspropose a new initial saturation process where air removal iscompleted in two steps: oven-drying and evacuation in theabsence of water. ... The typical pressure range of the base device upon whichthe new tensiometer
  10. C:\users\djw29\Papers\Iacmag2001\IACMAG_Paper_White.PDF

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/99_IACMAG_2001_Proc_997_1002.pdf
    6 Jan 2004: A new system of deformation measurement is presented which provides improved precision and reliabilitywhilst removing the need for intrusive target markers. ... This paper presents a new system based on digitalphotography and PIV image processing,
  11. D:\Papers\Rigid Deployable Array TR\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf
    7 Jul 2004: 31. Note that a new set of tests on the uncovered panel system was carried out, rather than. ... STEP, INC=1000, NLGEOM. coords:. STATIC,STABILIZE,FACTOR=1e-8. 0.00001, 1, 1.E-30,0.02. BOUNDARY, OP=NEW. 2000, 1, 3.

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