TECHNICAL NOTES
Jan 1, 1989

Nonlinear Effects on Shakedown of Sidesway Frames

Publication: Journal of Structural Engineering
Volume 115, Issue 1

Abstract

A general nonlinear FEM computer program for analysis of frames is used to examine the shakedown load of sidesway frames. It is shown that large displacement effects and interaction between moment and axial force in the cross sections reduce the shakedown load substantially. This process is visualized in a diagram depicting load factor versus mean load factor. The curves drawn in this plane may be simplified by straight lines, reducing the effort of calculating the shakedown loads.

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References

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Singh, S. (1982). “Shakedown load and hysteresis phenomena of portal frames,” thesis presented to the University of Illinois at Chicago, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 1January 1989
Pages: 221 - 227

History

Published online: Jan 1, 1989
Published in print: Jan 1989

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Authors

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Bjørn Skallerud
Grad. Res. Asst., Div. of Struct. Engrg., Norwegian Inst. of Tech., Univ. of Trondheim, Norway
Per K. Larsen
Prof., Div. of Struct. Engrg., Norwegian Inst. of Tech., Univ. of Trondheim, Norway

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