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Implementation and Validation of Schapery-Rand Anisotropic…
www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf18 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 -
t08-041 744..749
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf21 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. -
E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf27 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). -
Extracting pattern from scattereddata - applicability of artificial…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf17 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. -
p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 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 -
Paper - Vesic vs Winkler_Final_CUED Report 332 Rev7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR332.pdf18 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. -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 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. -
Space_Structures_Paper
www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf14 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 -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 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. -
Marketos and Bolton 2006 Yamaguchi
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/175.pdf2 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 -
March 12, 2003 11:8 Proceedings of OMAE’0322nd International…
www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf14 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 -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: dx. dt k1ðA xÞ ð9Þ. where k1 is a new constant. -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 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. -
D:\Papers\Amplitude_of_wrinkles\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf3 Jun 2002: Sci. 1, 281–298. Mansfield, E.H. (1969) Tension field theory a new approach which shows its dualitywith inextensional theory. -
Fracture Mechanics of Plate DebondingP. M. M. Achintha1 and ...
www-civ.eng.cam.ac.uk/cjb/papers/p59.pdf22 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 -
E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf5 Apr 2001: A new type of multipurpose deployable membrane reflector, known as the Collapsible Rib Ten-. -
Proceedings of the Institution ofCivil EngineersStructures and…
www-civ.eng.cam.ac.uk/cjb/papers/p67.pdf19 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. -
E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf28 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. -
TR307
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf17 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. -
10853_2008_3032_43_22-web 7091..7101
www-civ.eng.cam.ac.uk/cjb/papers/p64.pdf22 Mar 2010: stiffness of polymers. Marcel Dekker Inc., New York, p 327. 9.
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