https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Confidence Regions for Simple Correspondence Analysis using the Cressie-Read Family of Divergence Statistics https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:55193 Wed 24 Apr 2024 12:52:03 AEST ]]> Elliptical confidence regions for simple correspondence analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:9363 Wed 11 Apr 2018 10:15:05 AEST ]]> Effect of loading eccentricity on the ultimate lateral resistance of tripod piles in clay https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36473 p was examined as an emphasis. Two distinct failure mechanisms were identified associated with small and large eccentricity. This study also discussed the influence of different pile group geometries and soil-pile adhesion strengths on the bearing capacity and developed a set of design charts. Finally, a reduction factor GN, which quantifies the effect of eccentricity, was introduced, and its variations with eccentricity for various pile spacings (s) and soil-pile adhesion factors (α) were additionally presented.]]> Tue 19 May 2020 13:02:13 AEST ]]> On the period and tail of sequences of iterated eccentric digraphs https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:7781 0 and t ≥ 0 such that EDp+t(G) = EDt(G) [EDp+t(G) ≅ EDt(G)]. We derive that almost all digraphs have period two and tail zero. On the other hand, we show that there exist digraphs with arbitrarily large iso-period. We construct them using the generalized lexicographic product, taking as a basis an odd cycle graph. Additionally, we determine the period and tail of any tree, as well as other classes of graphs, by considering the connectivity of a certain subdigraph of ED(G) that 'concentrates' the eccentricities of all vertices of G.]]> Sat 24 Mar 2018 08:35:30 AEDT ]]> Fault diagnosis of induction motors by space harmonics analysis of the main air gap flux https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:19508 Sat 24 Mar 2018 08:02:18 AEDT ]]> Lower-bound calculations of the bearing capacity of eccentrically loaded footings in cohesionless soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16874 0.25B–0.3B, where B is the width of the foundation), the lower-bound values in general — and especially for greater surcharges — are considerably smaller than the bearing capacities predicted by existing methods. For the special case of no surcharge, the results are in very good agreement with results obtained by the effective-width approach originally proposed by Meyerhof.]]> Sat 24 Mar 2018 07:54:48 AEDT ]]> Three-dimensional numerical investigations of the failure mechanism of a rock disc with a central or eccentric hole https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16849 Sat 24 Mar 2018 07:53:31 AEDT ]]> Bearing capacity of strip footings in cohesionless soil subject to eccentric and inclined loads https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16852 Sat 24 Mar 2018 07:53:30 AEDT ]]>