Analysis-based design provisions for steel storage racks
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| Title | Analysis-based design provisions for steel storage racks |
|---|---|
| Author | Rasmussen, K.J.R.; Gilbert, Benoit |
| Publication Title | Proceedings of the Eleventh Nordic Steel Construction Conference |
| Editor | SBI |
| Year Published | 2009 |
| Abstract | The paper summarises the main new design provisions included in the recent draft Australian Standard for Steel Storage Racks. The Standard features multi-tiered analysis provisions ranging from basic linear-elastic analysis-based provisions to highly advanced integrated design-analysis (GMNIA) provisions which 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 the cross-section slenderness, and provides 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 presently available for frame-type steel structures. |
| Peer Reviewed | Yes |
| Published | Yes |
| Publisher URI | http://www.nordicsteel2009.se/pdf/173.pdf |
| Conference name | Eleventh Nordic Steel Construction Conference |
| Location | Malmö, Sweden |
| Date From | 2009-09-02 |
| Date To | 2009-09-04 |
| URI | http://hdl.handle.net/10072/38337 |
| Date Accessioned | 2011-02-02 |
| Date Available | 2011-04-27T06:57:10Z |
| Language | en_AU |
| Research Centre | Centre for Infrastructure Engineering and Management |
| Faculty | Faculty of Science, Environment, Engineering and Technology |
| Subject | Structural Engineering |
| Publication Type | Conference Publications (Full Written Paper - Refereed) |
| Publication Type Code | e1x |
Please use this identifier to cite this record: http://hdl.handle.net/10072/38337
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