Analysis-Based Design Provisions for Steel Storage Racks

AbstractThe paper summarizes the main new design provisions included in the recently revised Australian standard for steel storage racks. The standard features multitiered analysis provisions ranging from basic linear-elastic analysis-based provisions to highly advanced integrated design-analysis [geometric and material nonlinear analysis with imperfections (GMNIA)] provisions that allow the analysis and design to be completed in one step. The GMNIA provisions distinguish between beam element–based and shell element–based analysis according to cross section slenderness and provide rules for the imperfections to use for the two types of analysis, including imperfections in the local and distortional buckling modes for the shell element–based analysis. The selection of the system-based reliability (resistance) factor (ϕs) is discussed. The standard is seen as the most advanced design code of its type currently available for frame-type steel structures. The paper also provides an in-depth discussion about th...

[1]  Gregory J. Hancock,et al.  Numerical Simulation of High-Strength Steel Box-Shaped Columns Failing in Local and Overall Buckling Modes , 2006 .

[2]  Maura Lecce,et al.  Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design , 2006 .

[3]  Teoman T Peköz,et al.  The finite element method for thin-walled members—basic principles , 2003 .

[4]  Kim J.R. Rasmussen,et al.  Determining the transverse shear stiffness of steel storage rack upright frames , 2011 .

[5]  D. J. Koen,et al.  Structural Capacity of Light Gauge Steel Storage Rack Uprights , 2008 .

[6]  Bruce R. Ellingwood,et al.  LRFD: implementing structural reliability in professional practice , 2000 .

[7]  J. Michael Davies Second-order elastic-plastic analysis of plane frames , 2002 .

[8]  Teoman Peköz,et al.  Notional load method for industrial steel storage racks , 2006 .

[9]  Donald W. White,et al.  Stability Analysis and Design of Steel Building Frames Using the 2005 AISC Specification , 2006 .

[10]  William McGuire,et al.  INELASTIC LIMIT STATES DESIGN. PART I: PLANAR FRAME STUDIES , 1992 .

[11]  Nicholas S. Trahair,et al.  Advanced analysis of steel building frames , 1992 .

[12]  William McGuire,et al.  Modified Tangent Modulus Approach, A Contribution to Plastic Hinge Analysis , 2002 .

[13]  Bruce R. Ellingwood,et al.  Probability-based codified design: past accomplishments and future challenges , 1994 .

[14]  Gregory J. Hancock,et al.  Compression Tests of Cold-Reduced High Strength Steel Sections. I: Stub Columns , 2004 .

[15]  Gregory J. Hancock,et al.  Computer analysis of thin-walled structural members , 1995 .

[16]  David A. Nethercot,et al.  Frame structures: global performance, static and stability behaviour , 2000 .

[17]  Kim J.R. Rasmussen,et al.  Analysis-based 2D design of steel storage racks , 2011 .

[18]  Donald W. White,et al.  ALTERNATIVE APPROACHES FOR ELASTIC ANALYSIS AND DESIGN OF STEEL FRAMES. I: OVERVIEW , 2004 .

[19]  Teoman Peköz,et al.  The finite element method for thin-walled members-applications , 2003 .