Steel rigid frames with leaning columns - 1993 LRFD example
- Michael D. Folse(corresponding author),
- University of New Orleans
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Abstract
Many buildings rely on rigid frames to provide lateral stability in one or both directions. Steel rigid frames often support 'leaning' columns which hold their contributory gravity loads but rely on the frame for lateral stability. Rigid frames supporting leaning columns require special consideration whether a first-order or second-order analysis is undertaken. The design and analysis of rigid frames with leaning columns in accordance with the 1993 AISC LRFD is studied through use of an example eight story steel building which is supported laterally in each direction by isolated rigid frames. Results of first-order analyses with approximate moment magnification are compared with plane frame and space frame second-order elastic analyses.
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Bibliographic Information
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Research Output:
Contribution to specialist publication
Article
Research
Original language
EnglishPages from-to (Number of pages)
Pages 125-131 (7 pages)Journal (Volume, Issue Number)
Engineering Journal (Volume 32)Publication milestones
- Published - 12/1995
Publication status
Published - 12/1995
ISSN
0013-8029Publication IDs
- Scopus: 0029635970
