https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Analytical and numerical observations on the Hetényi solution for buckling of beams on elastic foundations https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:27298 Beams on Elastic Foundations, University of Michigan Press, Ann Arbor, MI]. The comparison shows that the solution by rounding can lead to overestimation of the buckling load close to the transition zone between mode shapes. The paper explains the reason for the overestimation and offers a simple direct algorithm that always leads to the correct mode shape and minimum buckling load.]]> Sat 24 Mar 2018 07:38:31 AEDT ]]> Three-dimensional effects in low-strain integrity testing of large diameter pipe piles https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25404 Sat 24 Mar 2018 07:27:25 AEDT ]]> Resistance of inner soil to the horizontal vibration of pipe piles https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:33788 Mon 17 Jun 2019 16:56:45 AEST ]]>