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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. 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-.
  7. 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
  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. 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.
  10. 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
  11. 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,
  12. C:\Documents and Settings\Sergio\My…

    www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf
    30 Mar 2004: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length.
  13. Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10

    www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf
    19 Apr 2004: jerky due to non-uniformities in the underlying tape-spring. Conclusions A new concept for neutrally stable tape-spring has.
  14. SDM04.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf
    31 Mar 2004: Sergio Pellegrino†. University of Cambridge, Cambridge, CB2 1PZ, UK. We have recently proposed a new concept for deployable reflectors consisting of athin parabolic carbon-fibre-reinforced-plastic (CFRP) shell stiffened along
  15. gt500315 315..318

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70c_Geotechnique_No50_Is3_315_318.pdf
    6 Jan 2004: If the new surface area A produced at failure istaken to be proportional to d2, then Fac / A1ÿb=2.
  16. gt470211 347..352

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf
    5 Jan 2004: REFERENCESDouble, D. D. (1983). New developments in under-. standing the chemistry of cement. ... The properties of fresh concrete.New York: Wiley. Taylor, H. F. W.
  17. D:\Current_work\Asymmetrically-Bistable Structure…

    www-civ.eng.cam.ac.uk/dsl/publications/Asymmetrically-Bistable_SDM_Paper.pdf
    29 Mar 2004: 4 (x > 0.06) (3). in which x is the extension of the spring, in metres,measured from the contracted state, and F, in New-tons, is the actuation force.
  18. gt490411 543..552

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf
    5 Jan 2004: C., Germaine, J. T. & Lancel-lotta, R. (1985). Theme lecture: new developments ineld and laboratory testing of soils.
  19. Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf
    12 Oct 2004: 2. Arulnathan, R., Boulanger, R.W., Kutter, B.L. & Sluis, W.K. (2000) “New Tool for. ... Madabhushi, S.P.G., Schofield, A.N. & Lesley, S. (1998) “A new stored an18.
  20. D:\Papers\Bistable prestressed shells\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf
    17 Feb 2004: where usually κxy = 22w/xy).The strain energy in this new configuration can be readily estimated if edge. ... Kluwer Aca-. demic Publishers, Dordrecht. Lubliner, J., 1990. Plasticity Theory, Macmillan Publishing Company, New.
  21. 1 INTRODUCTION Reliable assessment of soil behaviour in element ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/109_ICSMGE_2001_proc_539_542.pdf
    6 Jan 2004: ABSTRACT: A new technique for non-contact measurement of soil deformation in physical models and element tests is presented. ... 1994. Using image processing in soil mechanics. Proceedings of the 12th International Conference on Soil Mechanics and

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