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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

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.

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).

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.

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

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.

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.

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

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.

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