TECHNICAL PAPERS
Jan 1, 1991

Applications of Compound Strip Method for Folded Plates with Connecting Elements

Publication: Journal of Structural Engineering
Volume 117, Issue 1

Abstract

The compound strip method (CSM) is extended to include folded plate structures with frame elements in this paper, the second of two. The mathematical development of the CSM is described in the first paper and the application of the CSM is illustrated herein. Example analyses include a folded plate roof supported by rigid diaphragms, a folded plate roof supported by a flexible frame, a contrived folded plate system consisting of two plates connected by two skewed strut elements, and a box‐girder bridge with various cross‐bracing configurations. Experimental data in conjunction with conventional finite elements are employed for comparison of accuracy and computational effort.

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References

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Beaufait, F. W., and Gray, G. A. (1966). “Experimental analysis of continuous folded plates.” J. Struct. Div., ASCE, 92(1), 11–19.
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“Phase I report on folded plate construction.” (1963). Task Committee on Folded Plate Construction, J. Struct. Div., ASCE, 89(6), 365–406.
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Puckett, J. A., and Wiseman, D. L. (1991). “The compound strip method for folded plates with connecting elements.” J. Struct. Engrg., ASCE, 117(1), 255–267.
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Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 117Issue 1January 1991
Pages: 268 - 285

History

Published online: Jan 1, 1991
Published in print: Jan 1991

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Authors

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D. L. Wiseman
Struct. Engr., Black & Veatch Engineers‐Architects, Kansas City, MO 64114
J. A. Puckett, Associate Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Wyoming, Laramie, WY 82071

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