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6 Feb 2007: 25, ASCE, New York, N.Y., 439–470. Ladd, C. C., and Edgers, L. ... D. (2004). A new designmethod for retaining walls in clay. Canadian GeotechnicalJournal, 41(3): 451–466.

15 Aug 2003: Abstract This paper presents a study of the folding of a new self-powered, self-latching tubehinge for deployable structures. ... An example of this new approach is a self-powered, self-latching tube hinge madeby cutting three parallel slots in a

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.

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).

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 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

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.

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.

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.

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.

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

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 Sep 2008: dx. dt k1ðA xÞ ð9Þ. where k1 is a new constant.

25 Apr 2005: busing new materials, so extrapolation of short-term test databe carried out.

4 Aug 2010: A new condition for signaling cover failure is also established,based on fracture mechanics and strain energies. ... A new rust. Fig. 18. Concrete strength and energy release rate build-up versus time.

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

22 Mar 2010: stiffness of polymers. Marcel Dekker Inc., New York, p 327. 9.

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.

5 Apr 2001: A new type of multipurpose deployable membrane reflector, known as the Collapsible Rib Ten-.

9 Nov 2001: New. Civil Engineer, 7 Oct. 1993, 35. 11. NEWEW CIVILIVIL ENGINEERNGINEER. ... Theory of. Elastic Stability. McGraw-Hill, New York, 1961,. 2nd edn. 179.

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

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

11 Jul 2007: New ideas in graphics continue with the example of Magnell’s presentation of a solution space for the section design in prestressed concrete which has recently been recalibrated for the convenient ... of the original axis (p’) and a new curve is

11 Jul 2007: Generally, the primary concern will be whether the structure can safely carry the new ultimate loading. ... The past performance of the structure in service may well provide adequate reassurance about its future service performance under a new loading

9 Nov 2001: 43. Lest it be thought that long, thin beams. are either new or restricted to bridges, an older.

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.

3 Jun 2002: Sci. 1, 281–298. Mansfield, E.H. (1969) Tension field theory a new approach which shows its dualitywith inextensional theory.

28 Feb 2003: For example, with. steel reinforcement, the quality of the reinforcement –. concrete bond is a governing factor in shear failure.13,14. Crack-based models for shear are not new: a number. ... and KOBAYASHI Y. Failure. mechanism of new bond-type anchor

22 Mar 2010: Although the. method itself is not new, it is not believed that it has hitherto. ... new position B3C3 by an amount of log(at) (Fig. 1d):. P3 logðti rjÞþ logðatÞ; ðei þ mjÞ.

8 May 2002: An new solution for uplift resistance based on this observed mechanism is presented. ... G. & Handy R. L., (1982), Soil Engineering, Harper & Row, New York Trautmann C.

20 Mar 2012: Figure 7. New design charts based on liquid limit (wL). y = 0.99xR2 = 0.96. ... B. (2001). Development of a new family of normalized modulus reduction and material damping curves.

16 Nov 1999: largest magnitude component of T w1. Letting ϕi be the new path parameter, Equation 12 is. ... Nonlinear Programming, Academic Press, New York, pp. 349-384. Murty, K.G. (1988).

10 Nov 2001: New Concept. The proposed reflector structure is based on the tension truss concept. ... AstroMesh reflector. However, there are two key differences between the new concept and the AstroMesh.

22 Mar 2010: J. Chem. Phys. 13, 3–27 (1945)6. Brinson, H.F., Morris, D.H., Yeow, Y.T.: A new experimental method for the accelerated.

3 Aug 2011: A new servo actuator was used to apply force-controlled cyclic lateral loads to the mono-pile, as shown in Figure 2. ... Madabhushi, S.P.G., Houghton N.E., and Haigh S.K. 2006. A new automatic sand pourer for model preparation at Uni-versity of Cambridge.

6 Feb 2001: c). Additionalmembers. Figure 2: New concept. New Concept. The proposed reflector structure is based on the tensiontruss concept. ... Correcting these problems. should not be difficult when a new model is made.

3 Aug 2011: Iverson, R.M., Vallance, J.W.: New views of granularmass flows. Geology 29(2), 115–118 (2001).

3 Aug 2011: Inter-science , New York. Vipulanandan C, Leung M (1995) Treating contaminated,cracked and permeable field clay with grouts. ... Geoenviron-ment 2000, New Orleans, pp 829–843. Viswanadham BVS, Mahesh KV (2002) Modelling deformationbehaviour of clay

22 May 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

7 May 2002: A New Technique for Simulation of Collapseof a Tunnel in a Drum Centrifuge. ... To date, use is being made of empirical methods based on limited fieldor experimental observations (Schmidt, 1974; Attwell, 1978; O’Reilly and New, 1982; Mair et al.,1993)

2 Apr 2001: new configurations. This purely geometric research resulted in a large number of configurations. ... configuration of new tensegrities, but less than ideal for structures with some known, or desired.

20 Dec 2013: D. Bolton MSc, PhD, CEng, MICE. The authors have developed a new approach to the. ... 2. OSMAN A. S. and BOLTON M. D. A new design method for.

21 Mar 2001: Love, A. E. H. (1944). A treatise on the mathematical theory of elasticity., FourthEdition, Dover Publications, New York. ... 45, No. 5/6, pp. 973-984. Young, W. C. (1989). Roark's Formulas for stress and strain, Sixth Edition,McGraw-Hill, New York.

2 Aug 2011: New evidence for the origin and behaviour of deep ocean ‘crusts’. ... Access to new undisturbed box core samples pre-sented the opportunity to quantify the influence of sediment structure on shear strength and other me-chanical properties within the

17 Aug 2001: Theoretical soil mechanics. Wiley, New York. Timoshenko, S.P. 1953. History of strength of materials. ... McGraw Hill, New York. 6 APPENDIX Heyman’s translations of passages quoted above.

2 Oct 2001: to a new failure surface (Figure 5).

19 Mar 2010: Future pharmacologic stimulators of sub-periosteal or endosteal bone formation or implanted ma-trices able to encourage either new trabecular or corticalbone formation might therefore have important roles in hipfracture prevention. ... 14. Carpenter RD,

11 Jul 2007: 5 LIMITATIONS OF THE ANALYSIS METHOD. • The primary limitations on the new generalise. ... Collins,M.P., Mitchell,D., Prestressed concrete structures, Prentice Hall, New Jersey, 1991. [4] Cope,R.J.(ed.), Concrete bridge engineering: performances and

16 Nov 1999: unilateral constraints. In the companion paper we have shown that a new kind of limit point,. ... 1996). A new concept for solid surface deployable antennas. Acta Astronautica, 38, 103-113.

17 Aug 2001: safe tipping of new dry waste on old hydraulic lagoon disposalareas, with savings to industry of about three quarters of a million roubles per year. ... He had made full scale tests onretaining walls in 1929 that he reported in Engineering News-Record in