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A Comparison of Frame Stability Analysis Methods in ANSI AISC 360-05

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 3, v. 45
Page(s): 159-170
DOI: 10.62913/engj.v45i3.941
Abstract:

Two simple unbraced frames are used to illustrate the application of the following four frame stability analysis methods: 1. The Second-Order Analysis Method (ANSI/AISC 360-05, Section C2.2a) 2. The First-Order Analysis Method (ANSI/AISC 360-05, Section C2.2b) 3. The Direct Analysis Method (ANSI/AISC 360-05, Appendix 7) 4. The Simplified Method (13th Ed. Steel Construction Manual page 2-12; AISC Basic Design Values cards)

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.62913/engj.v45i3.941.
  • About this
    data sheet
  • Reference-ID
    10782566
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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