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  2. t08-041 744..749

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf
    21 Jul 2008: American Soci-ety of Mechanical Engineers (ASME), New York. PaperOMAE2008-57923. Cheuk, C.Y., White, D.J., and Dingle, H.R.C. ... Mercati. American Society of Mechanical En-gineers (ASME), New York. Vol. 5, pp.
  3. Implementation and Validation of Schapery-Rand Anisotropic…

    www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf
    18 May 2007: apply. Once the correct wrinkling orientation has been founda new effective elasticity matrix Def f can be determined that relates a given state of strain to a state ofuniaxial stress. ... Theresults are compared in Figure 8. The left column shows the
  4. D:\Current_work\Stiffened Springback ESTEC\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: Set a new base point. Make pattern movei.e. repeat vector from. ... REFERENCES. [1] Anonymous, “Hughes graphite antennas installed on MSAT-2 craft,” Space News, November 1994.[2] Greschik, G., “On the practicality of a family of pop-up
  5. E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf
    27 Mar 2000: References. [1] P. Seizt.Spar Resolving Spat Over Antenna Work, Space News, (29 August-4 September,1994). ... 2] Anonymous.Hughes Graphite Antennas Installed on MSAT-2 Craft, Space News, ( 14-20November, 1994).
  6. Extracting pattern from scattereddata - applicability of artificial…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf
    17 Aug 2001: but with the ANN initialised to a new set of random weights, to examine the repeatability of the. ... the error is larger than the tolerance value iterate the process with the new, updated weights.
  7. p96s41.PDF

    www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf
    19 Jan 2001: It is suggested that the use of partially-bonded tendons couldprovide the basis of a new design method for concrete beamsprestressed with fiber reinforced plastic (FRP) tendons. ... 15-20. 9. Kakihara, R. et al., “A New Aramid Rod for the Reinforcement
  8. PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf
    17 Aug 2001: This report concerns itself with theperformance of this new actuator under ‘high g’ centrifuge tests. ... A brief description of the principle of this new earthquake actuator is presented next.
  9. 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.
  10. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: Engineering News. and Publishing Co., New York, 1909. 30. NIELSENIELSEN M. ... Wiley,. New York, 1980. 39. MUFTIUFTI A. A., JAEGARAEGAR L. G., BAKHTAKHT B.
  11. Space_Structures_Paper

    www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf
    14 May 2002: 457-466.3. YOU Z, A new approach to design of retractable roofs, Proceedings of IUTAM-IASSSymposium on Deployable Structures: Theory and Applications (edited by S Pellegrino andS D Guest), Kluwer
  12. Marketos and Bolton 2006 Yamaguchi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/175.pdf
    2 Aug 2011: ABSTRACT: The deformation of a volume of sand comes about from particle rearrangement to new posi-tions, and from particle crushing at larger stresses. ... One can observe that the curves in Figure 6 agree very well with each other initially and up to a
  13. March 12, 2003 11:8 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf
    14 Mar 2003: However, time domain integration is far toocomputationally expensive to be carried out for all load cases.A new method of modelling the interaction between a cable andthe seabed in the frequency ... The new methodof seabed modelling will be described next
  14. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: Lees and C. J. Burgoyne. University of Cambridge. There is a growing interest in the use of new materials in construction. ... and Noritake K.A new aramid rod for the reinforcement of prestressed concrete.
  15. 10853_2006_1360_42_8-web 2867..

    www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf
    10 Sep 2008: dx. dt k1ðA xÞ ð9Þ. where k1 is a new constant.
  16. 22 Mar 2010: The energy re-leased from the system due to the crack extension can then bedetermined from energy conservation concepts; part of this re-leased energy is consumed to create the new ... The extension of the crack willoccur only if there is sufficient
  17. D:\Papers\Amplitude_of_wrinkles\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf
    3 Jun 2002: Sci. 1, 281–298. Mansfield, E.H. (1969) Tension field theory a new approach which shows its dualitywith inextensional theory.
  18. TR307

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf
    17 Aug 2001: was granted an exclusive licence to incorporate the new intellectua l property in their “Geotech” centrifuges. ... 1st Int Conf ISSMFE (Harvard) various passages Terzaghi (1943), Theoretical Soil Mechanics, John Wiley, New York.
  19. E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf
    28 Mar 2000: Repeated solutions are eliminated by checking the dot product of each new solution withall those found previously. ... Academic Press, New York,(1980). [8] J.G. Semple, L. Roth,Introduction to Algebraic Geometry.
  20. 19 Mar 2010: has meant that engineers have been reluctant to adopt. them. Two new techniques (stepped isothermal method. ... and Application. Dekker, New York, 1988. 38. VAN LEEUWEN J. and SIEMES A.
  21. E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf
    5 Apr 2001: A new type of multipurpose deployable membrane reflector, known as the Collapsible Rib Ten-.

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