TECHNICAL PAPERS
Jun 1, 2006

Topological Mapping for Tension Structures

Publication: Journal of Structural Engineering
Volume 132, Issue 6

Abstract

The “form finding” methods for tension structures may be classified into two different groups: the linear and nonlinear methods. One of the linear methods is the force density method (FDM). In this paper advantage is taken of an important property of the FDM by which knowledge of the initial position of the nonfixed nodes of the structure is not needed, only the connectivity of the nodes is necessary for the solution of the problem. Accordingly, a new mapping method is presented that is based on topology, in contrast to the mapping methods used so far that are based exclusively on geometry. The most important contribution of this new approach is that due to mapping in topology, an initial guess of the equilibrium position is not needed as part of the solution process. The ease of implementation is also shown in this paper, along with future research that may improve this new idea. Several examples are presented that illustrate the applicability of this new method.

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Acknowledgments

The writers extend their sincere appreciation to the Applied Mathematics Department of the University of Granada and especially to Professors Miguel Pasadas and Pedro Torres for their stimulating discussions on graph theory.

References

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 6June 2006
Pages: 970 - 977

History

Received: Mar 30, 2004
Accepted: Jul 26, 2005
Published online: Jun 1, 2006
Published in print: Jun 2006

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Notes

Note. Associate Editor: Elisa D. Sotelino

Authors

Affiliations

E. Hernández-Montes [email protected]
Associate Professor, Campus de Fuentenueva, Univ. of Granada, 18072 Granada, Spain (corresponding author). E-mail: [email protected]
R. Jurado-Piña [email protected]
Professional Engineer, Prointec S.A., Avd. Burgos 12, Madrid, Spain. E-mail: [email protected]
Professor, Dept. of Structural Analysis and Design, Univ. of Navarra, Navarra, Spain. E-mail: [email protected]

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