Simple Illustration of Frame Instability

by Niels C. Lind, (A.M.ASCE), Prof. of Civ. Engrg.; Univ. of Waterloo, Waterloo, Canada,

Serial Information: Journal of the Structural Division, 1977, Vol. 103, Issue 1, Pg. 1-8

Document Type: Journal Paper

Discussion: Cheong-Siat-Moy Francois (See full record)
Discussion: Zweig Alfred (See full record)
Discussion: Zaslavsky Aron (See full record)
Discussion: Aziz Tarek S. (See full record)
Discussion: Ostlund Lars (See full record)
Closure: (See full record)

Abstract: The problem of frame instability is not confined to tall and indeterminate frameworks. The problem is elucidated through an example of a three-hinged portal frame. The commonly accepted analysis of this frame is shown to be grossly unconservative. Several approximate and exact analyses are presented. They show that the essence of correct stability analysis is the proper accounting for load distribution within the frame under deformation. A simple test of this frame is described. Results confirm the analysis within the accuracy to be expected. It is concluded that there is a need for improved design aids to find the effective lengths of compression members in frames.

Subject Headings: Frames | Load distribution | Hinges | Load factors | Deformation (mechanics) | Effective length | Compression members |

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