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Method is presented for solving stability problem of inelastic frame structures in presence of primary moments; method consists of iterative numerical technique that is suitable for digital computer usage to plot nonlinear load vs deflection curve of structure; detailed analysis is presented for finding critical load of single story rectangular steel frame that buckles in lateral direction; numerical results are given for frames with different geometry, vertical load pattern, lateral force, and member cross section.
Method is presented for solving stability problem of inelastic frame structures in presence of primary moments; method consists of iterative numerical technique that is suitable for digital computer usage to plot nonlinear load vs deflection curve of structure; detailed analysis is presented for finding critical load of single story rectangular steel frame that buckles in lateral direction; numerical results are given for frames with different geometry, vertical load pattern, lateral force, and member cross section.
Inelastic frame buckling
ASCE -- Proc (J Structural Div)
Moses, F. (author)
1964
17 pages
Article (Journal)
English
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