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2 Feb 2006: to continue moving along several different paths. 3 Case study. We have analysed the deployment behaviour of several 6-rod linkages, and new insights into the kinematicbehaviour of such structures have

8 Apr 2011: The common design lifetime for bridges is 120 years. It is impossible to conduct tests for these durations before using new materials. ... Crow, E.L. and Shimizu, K. (1988). Lognormal Distributions:Theory and Application, New York: Dekker.

11 Jul 2007: a) Existing approach (b) New Approach. Fig. 1 – Design of Indeterminate Reinforced Concrete Structures. ... The EI distribution corresponding to this factored moment distribution is input to the analysis with the new factored loading and the process is

20 Jul 2004: Figure 6 shows the additional predicted number of bridges that need repair using steel bars (cases 2 and 3) in comparison to a scenario of corrosion-free new bridges for a ... Fig. 7 Net Present Value of not building new bridges in the US with FRP.

22 Mar 2010: Codes new to the limit state. format are the Eurocodes for timber and geotechnics. ... Achieving unanimity in this area will take time. There is also a question about new developments.

11 Jul 2007: 1(b). Thus the arch is freely deformable to conform to the new span, and, despite the brittleness of the individual elements, the structure as a whole exhibits “ductile” behaviour.

11 Jul 2007: The Baker Era was drawing to a close and new directions were opening up. ... But new technology must be explored if progress is to be achieved [7].

22 Jan 2002: dle: it needs to snap through the final corrugated stage to achieve the desiredcurvature (figure 16e, f ). 5. Conclusions. This paper has presented a very preliminary study of two new fold ... Clearly much further study is required before these fold

17 Feb 2006: The new concept is based on forming a collapsible hollow solid, defined by four cylindricalsurfaces. ... 4] Levy, R., Structural Engineering of Microwave Antennas, The Institute of Electrical andElectronics Engineers, New York, 1996.

11 Jul 2007: combining pairs of strut forces into a new short strut and combining that in turn with a third strut until all struts are accommodated (Figure 5a).