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Steel Rigid Frames With Leaning Columns—1993 LRFD Example

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 4, v. 32
Page(s): 125-131
DOI: 10.62913/engj.v32i4.651
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.

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.v32i4.651.
  • About this
    data sheet
  • Reference-ID
    10782864
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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