TECHNICAL NOTES
Dec 13, 2002

Calculation of Moments on Top Slab in Single-Cell Box Girders

Publication: Journal of Structural Engineering
Volume 129, Issue 1

Abstract

A new approach is presented for the calculation of moments on top slab in single-cell box girders. Using the classic thin plate theory, trigonometric series solutions for bending moments of the top slab under local distributed load and concentrated load with elastically clamped boundary conditions are derived. A numerical example is given to demonstrate the application of the proposed method.

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References

American Association of State Highway and Transportation Officials (AASHTO). (1998). “LRFD bridge design specifications.” Washington, D.C.
Barker, R. M., and Puckett, J. A. (1997). Design of highway bridges: based on AASHTO LRFD, bridge design specifications, Wiley, New York.
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Kristek, V., translator, Prokop M. (1979). Theory of box girders, M. Prokop, translator, Wiley, New York.
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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 129Issue 1January 2003
Pages: 130 - 134

History

Received: Jan 17, 2001
Accepted: May 23, 2002
Published online: Dec 13, 2002
Published in print: Jan 2003

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Authors

Affiliations

Q. Z. Luo
Professor, Dept. of Civil Engineering and Architecture, Univ. of Foshan, 18 Jiang Wan Rd., Foshan City, Guangdong 528000, P.R. of China.
J. Tang
Research Fellow, Dept. of Building and Construction, City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong (corresponding author).
Q. S. Li
Associate Professor, Dept. of Building and Construction, City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong.

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