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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.

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

7 Jul 2009: Roscoe would be classed as Category Ill. Roscoe's objectives. were always to develop new and better theories via new experimentul. ... developing new and better methods of analysis Category 11 and. Category III tests offer the most profitable approach.

22 Mar 2002: Herea small asymmetry begins to appear in the cross-sectional plot, which rapidly grows into a new wrinkle(d)–(e). ... and Fang, H., “A new ap-proach to wrinkling prediction for space membrane structures”,Proc.

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

30 Jan 2005: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length.

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,

22 May 2003: 1996. New design methods for offshore piles, Marine. Technology Directorate (MTD) Publication, 96/103, London. ... Nagayama T. 2000. Press-in piling: The influence of plugging on driveability, Proceedings of the 8th International Conference of the Deep

25 Jan 2006: The Mobilisable Strength Design (MSD) method is a new design approach conceived with the framework of plasticity theory. ... Osman, A.S. and Bolton, M.D. (2004a). “A New Design method for retaining walls in clay”, accepted for publication in Canadian

18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... The Theory of Sound, Vol. 2,Dover, New York, 1945.19 Ewins, D.J., Modal Testing: Theory, Practice andApplication, Research Studies

11 Jul 2007: Standards Association. Toronto, 2004. [7] Chen, W. F., Plasticity in Reinforced Concrete, McGraw Hill, New York, NY, USA, 1982, 474. ... pp. [8] Nielsen M. P., Limit Analysis and Concrete Plasticity, Prentice-Hall, Englewood Cliffs, New.

6 Jun 2002: Figure 1. A row of 914 mm diameter tubular piles being installed by a press-in piler (New York, USA). ... Piling-induced ground vibrations. Field monitoring. Site 1: New Orleans, USA. Site 2: Utrecht, Netherlands.

25 Jan 2006: The actual condition of the existing building or services which are partly located in the zone of influence of a new excavation will also be open to doubt. ... Osman, A.S. and Bolton, M.D. (2004). “A New Design method for retaining walls in clay”,

2 Feb 2006: 134, Feb, 1999, pp 45-56. [11] You, Z., A New approach to Design of Retractable Roofs, IUTAM-IASS Symposium on Deployable Structures: Theory and Applications, Ed. ... 12] Rodriguez, C., and Chilton, J.C., Swivel Diaphragm -- A New Alternative for

28 Nov 2013: 2003). New software for rigorous bearing capacitycalculations. Proceedings of the international conference onfoundations, Dundee, pp. ... 4, 265 – 273,http://dx.doi.org/10.1680/geot.7.00062. Terzaghi, K. (1943). Theoretical soil mechanics. New York,

9 Sep 2002: This hypothesis needs validation, of course. Micro-mechanics provides an interesting new commentary on research priorities. ... It will be essential to obtain a new data stream of micro-structural information to complement existing data such as CPT

20 Mar 2006: NASA-CR-2347, 1973. 3 Bennett, G.T. A new mechanism. Engineering, 1903, 76, 777-778. ... third edition, Oxford University Press, New York, 2003. 10 Denavit, J.

2 Jul 2007: Measure this new depth, D, as it will be needed in the following calculation. ... b. Sketch the structure below showing the new forces and dimensions acting on it.

28 Feb 2003: with permission. In recent years the concept has received new attentionfrom scientists in various fields. ... The new struts were muchstiffer in both bending and torsion, and the necessaryprestress could be provided.

18 Feb 2002: Set a new base point. Make pattern movei.e. repeat vector from. ... 29-Sept. 4 1994.2Anonymous, “Hughes graphite antennas installed on. MSAT-2 craft,” Space News, November 1994.3Greschik, G., “On the practicality of a family of pop-up re-.