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    • Adoption of seismic-resistant techniques in reconstructed housing in the aftermath of Nepal’s 2015 Gorkha earthquake 

      Hendriks, Eefje; Opdyke, Aaron
      Published 2021
      Earthquake affected households too often insufficiently apply seismic construction knowledge during reconstruction. This study aims to assess to what degree safety guidelines have found their way to practice in Nepal. ...
      Open Access
      Article
      View
    • Analysis-based 2D design of steel storage racks (No. R908) 

      Rasmussen, Kim J.R.; Gilbert, Benoit P.
      Published 2010
      The report presents a study of the capacities of steel rack frames based on linear analysis (LA), geometric nonlinear analysis (GNA) and geometric and material nonlinear analysis (GMNIA). In the case of linear and geometric ...
      Open Access
      Report, Research
      View
    • The application of industry 4.0 technologies in pandemic management: Literature review and case study 

      Moosavi, Javid; Bakhshi, Javad; Martek, Igor
      Published 2021
      The Covid-19 pandemic impact on people’s lives has been devastating. Around the world, people have been forced to stay home, resorting to the use of digital technologies in an effort to continue their life and work as best ...
      Article
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    • Applications of Access 

      Levinson, David M.; Ermagun, Alireza
      Published 2021-11-15
      Striving to reflect on the significance and comprehensiveness of access applications, we collected 19 chapters covering access research in seven main categories to illustrate the state-of-the-art of access applications ...
      Open Access
      Book
      View
    • Approximate Analysis of Non-Uniform Torsion (No. R968) 

      Trahair, Nicholas S.; Papangelis, John
      Published 2021
      It is difficult to obtain closed form exact solutions for the non-uniform torsion of beams. Advanced finite element methods easily produce very accurate solutions, but simple programs are not widely available. One simple ...
      Open Access
      Report, Research
      View
    • Assessing the Impact of Household Participation on Satisfaction and Safe Design in Humanitarian Shelter Projects 

      Opdyke, Aaron; Javernick-Will, Amy; Koschmann, Matthew
      Published 2019-09-17
      Participation has long been considered important for post‐disaster recovery. Establishing what constitutes participation in post‐disaster shelter projects, however, has remained elusive, and the links between different ...
      Open Access
      Article
      View
    • The behaviour and design of concentrically loaded T-section steel columns (No. R933) 

      Cardoso, Francisco S.; Rasmussen, Kim J.R.
      Published 2013
      The buckling behaviour of T-section columns is discussed in detail followed by a numerical study using geometric and material (GMNIA) analysis to produce column strengths for a wide range of geometries of Tsections and ...
      Open Access
      Report, Research
      View
    • Behaviour of Cold-Formed SHS Beam-Columns (No. R696) 

      Sully, Raef M.; Hancock, Gregory J.
      Published 1994
      This research report describes a test programme conducted into the behaviour of cold-formed, compact square hollow section beam-columns. the tests were conducted in a purpose built test rig capable of applying load and ...
      Open Access
      Report, Research
      View
    • Behaviour of Cold-Formed Slender SHS Beam-Columns (No. R707) 

      Sully, Raef M.; Hancock, Gregory J.
      Published 1995
      This research report describes a test programme conducted into the behaviour of cold-formed square hollow section (SHS) beam-columns of slender cross-section and follows an earlier research report into the behaviour of ...
      Open Access
      Report, Research
      View
    • The Behaviour of Drive-in Racks under Horizontal Impact Load (No. R871) 

      Hua, Vinh; Rasmussen, Kim J.R.
      Published 2006
      This report is concerned with the behaviour of drive-in steel storage racks under horizontal impact load in the down-aisle direction. Such impact loads due to forklifts striking an upright us a major cause of structural ...
      Open Access
      Report, Research
      View
    • Behaviour of Single Angle Steel Beams (No. R884) 

      Trahair, Nicholas S.
      Published 2007
      A single angle steel beam is commonly loaded eccentrically in a plane inclined to the principal planes (Fig. 1), so that the beam undergoes primary bending and shear about both principal axes, torsion, and bearing at the ...
      Open Access
      Report, Research
      View
    • Bending and Buckling of Tapered Steel Beam Structures (No. R939) 

      Trahair, Nicholas S.
      Published 2013
      This paper describes an efficient finite element method of analysing the elastic in-plane bending and out-ofplane buckling of indeterminate beam structures whose members may be tapered and of mono-symmetric I cross-section. ...
      Open Access
      Report, Research
      View
    • Bending Tests of Bolted End Plate Connections in Cold Formed Rectangular Hollow Sections (No. R736) 

      Wheeler, Andrew T.; Clarke, Murry J.; Hancock, Gregory J.
      Published 1997
      The research report describes an experimental investigation into the flexural behaviour of bolted end plate connections joining cold formed square and rectangular hollow sections. A total of twenty six (26) specimens, ...
      Open Access
      Report, Research
      View
    • 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
      Report, Research
      View
    • Biaxial Bending of Steel Angle Section Beams (No. R822) 

      Trahair, Nicholas S.
      Published 2002
      The loads applied to angle beams usually act out of the principal planes so that they cause simultaneous biaxial bending about both principal axes. The general practice for designing unbraced beams against biaxial bending ...
      Open Access
      Report, Research
      View
    • Bifurcation of Locally Buckled Channel Columns (No. R760) 

      Young, Ben; Rasmussen, Kim J.R.
      Published 1997
      The report derives the governing equations for the fundamental and bifurcated states of members with singly symmetric cross-sections that locally buckle in the fundamental state. The members are subject to pure compression ...
      Open Access
      Report, Research
      View
    • Bifurcation of Locally Buckled Point Symmetric Columns-Analytical Developments (No. R866) 

      Rasmussen, Kim J.R.
      Published 2006
      The report derives the differential equations for the overall bifurcation of locally buckled point-symmetric columns. It is shown that flexural buckling about the minor and major principal axes are coupled in a locally ...
      Open Access
      Report, Research
      View
    • Bifurcation of Locally Buckled Point Symmetric Columns-Experimental investigations (No. R867) 

      Rasmussen, Kim J.R.
      Published 2006
      The bifurcation equations for locally buckled point symmetric sections are derived in a companion report [1]. In the present report, two series of experiments are reported, one on narrow flange Z-sections and one on wide ...
      Open Access
      Report, Research
      View
    • Bolted Connection Tests of Thin G550 and G300 Sheet Steels (No. R749) 

      Rogers, Colin A.; Hancock, Gregory J.
      Published 1997
      Cold formed structural members are fabricated from sheet steels which must meet the material requirements prescribed in applicable national design standards. The Australian / New Zealand Standard for cold-formed steel ...
      Open Access
      Report, Research
      View
    • Buckling Analysis of Thin-Walled Sections under Localised Loading Using the Semi-Analytical Finite Strip Method (No. R951) 

      Hancock, Gregory J.; Pham, Cao H.
      Published 2014
      Thin-walled sections under localised loading may lead to web crippling of the sections. This report develops the Semi-Analytical Finite Strip Method (SAFSM) for thin-walled sections subject to localised loading to investigate ...
      Open Access
      Report, Research
      View
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