TECHNICAL PAPERS
Sep 1, 1999

Tensioned Fabric Shape-Finding

Publication: Journal of Structural Engineering
Volume 125, Issue 9

Abstract

Tensioned glass fiber-reinforced fabric has been used in roofs and canopies for various permanent structures such as stadiums and airport terminals all around the world. At its final state of geometry, the fabric shall be all in tension in its natural stable shape. The natural shape of the fabric can be generated by refining a 2D computer model to determine the 3D state using a geometric nonlinear analysis program for the personal computer. This paper presents an actual design case using a general purpose structural analysis program to reduce the complexity involved in finding the true natural shape of the tensioned fabric roofs.

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References

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Berger, H., and De Paola, E. M. (1992). “Tensile terminal.” Civ. Engrg., ASCE, 62(11), 40–43.
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Huntington, C. G. (1994). “Fabric roof design responds to new technologies: Spatial lattice and tension structures.” Proc., IASS-ASCE Int. Symp., ASCE Structures Congress XII, ASCE, New York, 1115.
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Levy, R., and Spillers, W. R. (1998). “Practical methods of shape-finding for membranes and cable nets.”J. Struct. Engrg., ASCE, 124(4), 466–468.
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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 125Issue 9September 1999
Pages: 1065 - 1071

History

Received: Oct 30, 1998
Published online: Sep 1, 1999
Published in print: Sep 1999

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Authors

Affiliations

P.E., Member, ASCE
Struct. Engr., Parsons Brinckerhoff Quade and Douglas, Inc., One Penn Plaza, New York, NY 10119.
Supervising Struct. Engr., Parsons Brinckerhoff Quade and Douglas, Inc., One Penn Plaza, New York, NY.

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