TECHNICAL PAPERS
Nov 1, 1998

Misplacement of Launching Bearings in PC Launched Bridges

Publication: Journal of Bridge Engineering
Volume 3, Issue 4

Abstract

In the incremental launch of a prestressed concrete (PC) bridge, the deck is a continuous beam that moves over fixed bearings. Their vertical misplacement causes secondary stresses that sometimes can be resisted by the deck, but that other times require expensive compensating devices. An original theoretical model permits an analysis of this phenomenon and the optimization of the interaction between torsion and distortion. This results in a more agile, faster analysis than finite-element analysis, which requires sophisticated, laborious models and does not distinguish between the two phenomena.

Get full access to this article

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

References

1.
Hetenyi, M. (1971). Beams on elastic foundation, theory with application in the fields of civil and mechanical engineering. University of Michigan, Ann Arbor, Mich.
2.
Rosignoli, M.(1997). “Influences of the incremental launching construction method on the sizing of prestressed concrete bridge decks.”Proc. Instn. of Civ. Engrs., Struct. and Build., London, U.K., 122(3), 316–325.
3.
Rosignoli, M. (1998a). Launched bridges. ASCE Press, New York.
4.
Rosignoli, M.(1998b). “Serio River Bridge: Creep and incremental launch.”Proc., Instn. of Civ. Engrs., Struct. and Build., London, U.K., 128(1), 1–11.
5.
Wright, R. N., Abdel-Samad, S. R., and Robinson, A. R. (1968). “BEF analogy for analysis of box girders.”J. Struct. Div., ASCE, 104(7).

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 3Issue 4November 1998
Pages: 170 - 176

History

Published online: Nov 1, 1998
Published in print: Nov 1998

Permissions

Request permissions for this article.

Authors

Affiliations

M. Rosignoli
Consulting Engr., Via Ravà 15, 43100 Parma, Italy.

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