TECHNICAL PAPERS
Oct 1, 1996

Dome-Shaped Space Trusses Formed by Means of Posttensioning

Publication: Journal of Structural Engineering
Volume 122, Issue 10

Abstract

Dome-shaped space trusses can be derived from a flat configuration by means of posttensioning. The structure considered here is devised to be a near mechanism initially and during the posttensioning operation. It is a near mechanism as only the flexural stiffness of the continuous top chords provides any resistance to deformation. Therefore, no appreciable force is induced in the members of the structure during the shape formation process. The results of experimental and theoretical work on the shape formation of a dome-shaped space truss by means of posttensioning are presented herein. An analytical procedure that includes both geometric and material nonlinearities is developed to determine the final shape of the dome-shaped space truss, using commercially available finite-element software. The ultimate aim is to lead to significant economies in the construction of large-span lightweight structures by eliminating or minimizing the need for scaffolding and heavy cranes in the shaping and erection of such structures.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Dehdashti, G. (1994). “Shape formation and ultimate load behaviour of post-tensioned space trusses,” PhD thesis, Univ. of Wollongong, Wollongong, Australia.
2.
Ellis, W., and Lodi, E. (1991). A tutorial introduction to mathematica . Books/Cole Publishing Co., Calif.
3.
Gould, P. L. (1988). Analysis of shells and plates. Springer-Verlag, New York, N.Y.
4.
Schmidt, L. C., and Dehdashti, G. (1993a). “Curved space trusses formed from single-chorded planar space trusses.”ACMSM 13: Proc., 13th Australasian Conf. on the Mech. of Struct. and Materials, L. C. Schmidt, ed., Univ. of Wollongong, Australia.
5.
Schmidt, L. C., and Dehdashti, G. (1993b). “Shape creation and erection of metal structures by means of post-tensioning.”Space structures 4: Proc., 4th Int. Conf. on Space Struct., H. Nooshin, ed., Thomas Telford, London, England.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 10October 1996
Pages: 1240 - 1245

History

Published online: Oct 1, 1996
Published in print: Oct 1996

Permissions

Request permissions for this article.

Authors

Affiliations

G. Dehdashti
Lect., Univ. of Bushehr, No. 387 Shahid Heidari St. (14 Meter Lashkar), Nezam Abad-e Shomali, Postal Code: 16369, Tehran, Iran.
L. C. Schmidt, Member, ASCE
Prof. of Civ. Engrg., Dept. of Civ. and Min. Engrg., Univ. of Wollongong, Northfields Ave., Wollongong, NSW 2522 Australia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share