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Steel rigid frames with leaning columns - 1993 LRFD example

*Corresponding author for this work
  • University of New Orleans
Research Output:
Contribution to specialist publication
Article

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.

Bibliographic Information

Output type

Research Output:
Contribution to specialist publication
Article

Original language

English

Pages 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

0013-8029

Publication IDs

  • Scopus: 0029635970