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Faculty of Engineering: Recent submissions

    • Biaxial Bending and Torsion of Steel Equal Angle Section Beams (No. R852) 

      Trahair, Nicholas S.
      Published 2005
      Although steel single angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion, their behaviour may be extremely complicated, and the accurate prediction of their ...
      Open Access
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    • Isoparametric Spline Finite Strip Method for In-plane Stress Analysis (No. R848) 

      Eccher, Gabriele; Rasmussen, Kim J.R.; Baldassino, Nadia; Zandonini, Riccardo
      Published 2005
      The finite strip method has proved to be an accurate and efficient tool for the analysis of structures having regular cross-section and mechanical proprieties along the longitudinal axis. The spline finite strip method has ...
      Open Access
      Report, Research
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    • Prediction of maximum wave-induced liquefaction in porous seabed using Multi-Artificial Neural Network model (No. R854) 

      Cha, Fred; Jeng, Dong S.; Blumenstein, Michael; Zhang, Hong
      Published 2005
      In the last decades, considerable efforts have been devoted to the phenomenon of wave-induced liquefactions, because it is one of the most important factors for analysing the seabed and designing marine structures. Although ...
      Open Access
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    • Dynamic Analysis of an Infinite Cylindrical Hole in a Saturated Porous Medium (No. R865) 

      Lu, Frank; Jeng, Dong S.
      Published 2006
      In this study, the dynamic response of an infinite cylindrical hole embedded in a porous medium and subjected to an axisymmetric ring load is investigated. Two scalar potentials and two vector potentials, displacements, ...
      Open Access
      Report, Research
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    • Exact and Approximate Solutions for the Flexural Buckling of Columns with Oblique Rotational End Restraints (No. R834) 

      Rasmussen, Kim J.R.; Trahair, Nicholas S.
      Published 2004
      This report is concerned with the elastic flexural buckling of doubly symmetric columns with oblique restraints under concentric loading. Oblique restraints cause coupling between the principal axis deflections and rotations, ...
      Open Access
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