Stability Analysis and Design of Steel Building Frames Using the 2005 AISC Specification
The 205 AISC Specification reflects the latest advances in the stability analysis and design of structural steel buildings. Theor devise their own methods within these constraints. It also provides several specific procedures. This paper first gives anoverview of the elastic analysis and design proc...
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| Veröffentlicht in: | International journal of steel structures 2006, 6(3), , pp.71-91 |
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| Hauptverfasser: | , , , , , |
| Format: | Artikel |
| Sprache: | kor |
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| Online-Zugang: | Volltext |
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| Zusammenfassung: | The 205 AISC Specification reflects the latest advances in the stability analysis and design of structural steel buildings. Theor devise their own methods within these constraints. It also provides several specific procedures. This paper first gives anoverview of the elastic analysis and design procedures in AISC (205) as wel as specific second-order distributed plasticitymethods upon which, in part, these procedures are based. The relationship between the AISC elastic provisions and the refinedinelastic methods is explained. Secondly, the paper highlights one interpretation of the AISC inelastic analysis and designgfour basic examples selected to ilustrate key characteristics of each of the methods. KCI Citation Count: 4 |
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| ISSN: | 1598-2351 2093-6311 |