TECHNICAL PAPERS
Jun 1, 2005

Critical Imperfections for Beam Bracing Systems

Publication: Journal of Structural Engineering
Volume 131, Issue 6

Abstract

Establishing the strength requirements for stability bracing generally requires large displacement analyses on imperfect systems. In computational studies on stability bracing, choosing the critical shape of the imperfection can be a difficult decision, particularly for beam bracing systems. There are a number of factors that affect the stability brace forces including the shape and magnitude of the imperfection, the distribution of the imperfection along the length, and the value of the moment at the location of the brace. To develop suitable bracing design provisions, it is necessary to determine the maximum brace forces that are likely to occur in typical applications. However, determining the shape and distribution of the imperfection that produces the largest brace forces can be complicated. This paper studies the effect of different imperfection schemes on the magnitude of the stability brace forces. Results are presented that demonstrate the impact of several imperfection parameters on the bracing behavior and recommendations are made for selecting the critical imperfection shape that maximizes the stability brace forces for beam bracing systems.

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Acknowledgments

The writers would like to thank the Texas Department of Transportation for funding the research presented in this paper. Thanks also go to Professor Joseph Yura for his comments and suggestions related to the manuscript.

References

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Helwig, T. A., and Yura, J. A. (1999). “Torsional bracing of columns.” J. Struct. Eng., 125(5), 547–555.
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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 131Issue 6June 2005
Pages: 933 - 940

History

Received: Oct 21, 2003
Accepted: Nov 12, 2004
Published online: Jun 1, 2005
Published in print: Jun 2005

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Notes

Note. Associate Editor: Brian Uy

Authors

Affiliations

Liqun Wang
Senior Structural Engineer, Aker Kvaerner, Inc., Houston, TX 77204.
Todd A. Helwig
Associate Professor, Dept. of Civil Engineering, Univ. of Houston, Houston, TX 77204-4003.

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