Browsing School of Civil Engineering by subject "0905 Civil Engineering"
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Adoption of seismic-resistant techniques in reconstructed housing in the aftermath of Nepal’s 2015 Gorkha earthquake
Published 2021Earthquake 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. ...Article -
Analysis-based 2D design of steel storage racks (No. R908)
Published 2010The 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 ...Report, Research -
Applications of Access
Published 2021-11-15Striving 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 ...Book -
Approximate Analysis of Non-Uniform Torsion (No. R968)
Published 2021It 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 ...Report, Research -
The behaviour and design of concentrically loaded T-section steel columns (No. R933)
Published 2013The 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 ...Report, Research -
Behaviour of Cold-Formed SHS Beam-Columns (No. R696)
Published 1994This 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 ...Report, Research -
Behaviour of Cold-Formed Slender SHS Beam-Columns (No. R707)
Published 1995This 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 ...Report, Research -
The Behaviour of Drive-in Racks under Horizontal Impact Load (No. R871)
Published 2006This 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 ...Report, Research -
Behaviour of Single Angle Steel Beams (No. R884)
Published 2007A 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 ...Report, Research -
Bending and Buckling of Tapered Steel Beam Structures (No. R939)
Published 2013This 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. ...Report, Research -
Bending Tests of Bolted End Plate Connections in Cold Formed Rectangular Hollow Sections (No. R736)
Published 1997The 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, ...Report, Research -
Biaxial Bending and Torsion of Steel Equal Angle Section Beams (No. R852)
Published 2005Although 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 ...Report, Research -
Biaxial Bending of Steel Angle Section Beams (No. R822)
Published 2002The 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 ...Report, Research -
Bifurcation of Locally Buckled Channel Columns (No. R760)
Published 1997The 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 ...Report, Research -
Bifurcation of Locally Buckled Point Symmetric Columns-Analytical Developments (No. R866)
Published 2006The 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 ...Report, Research -
Bifurcation of Locally Buckled Point Symmetric Columns-Experimental investigations (No. R867)
Published 2006The 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 ...Report, Research -
Bolted Connection Tests of Thin G550 and G300 Sheet Steels (No. R749)
Published 1997Cold 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 ...Report, Research -
Buckling Analysis of Thin-Walled Sections under Localised Loading Using the Semi-Analytical Finite Strip Method (No. R951)
Published 2014Thin-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 ...Report, Research -
Buckling and Torsion of Steel Angle Section Beams (No. R833)
Published 2003Although 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 ...Report, Research -
Buckling Studies of Cold-Formed Channels in Shear using the Semi-Analytical Finite Strip and Spline Finite Strip Methods (No. R932)
Published 2013The finite strip method is computationally efficient for the static, stability, post-buckling and vibration analyses of thin-walled structures. The finite strip employs simple polynomial functions to describe the transverse ...Report, Research