TECHNICAL PAPERS
Mar 1, 1984

Live Load Distribution on Braced Curved I‐Girders

Publication: Journal of Structural Engineering
Volume 110, Issue 3

Abstract

The live load distribution on single and continuous curved composite I‐girder bridges is examined by use of a 3‐D space frame formulation. Influences of bottom lateral bracing is considered in the load redistribution and appropriate design equations are presented for use in conjunction with grid solutions or preliminary designs.

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References

1.
Armstrong, W. L., “Dynamic Testing of Curved Bridge Huyck Stream,” Journal of the Structural Division, ASCE, Vol. 98, No. ST9, Sept., 1972.
2.
Brennan, P. J., “Analysis of Horizontally Curved Bridges Through Three Dimensional Model and Small Scale Structural Testing,” CE Report Syracuse University, Syracuse, N.Y., Nov., 1970.
3.
The American Association of State Highway and Transportation Officials, Guide Specifications for Horizontally Curved Highway Bridges, 1980.
4.
Heins, C. P., “Wind Load Effects on Tangent and Skew I Girder Bridges With/Without Lateral Wind Bracing, Addendum, AISI Project 308, Institute for Physical Science and Technology, University of Maryland, College Park, Md., July, 1980.
5.
Heins, C. P., and Huo, C., “Truck and Wind Load Effects on Girder Slab Bridge With/Without Wind Bracing,” AISI Project 308, Effects of Bracing on I Girder Bridges, Institute for Physical Science and Technology, Technical Note BN‐933‐A, University of Maryland, College Park, Md., Apr., 1980.
6.
Heins, C. P., and Jin, J., Load Distribution of Braced Curved I Girder Bridges, AISI Project 308, Effects of Bracing on I Girder Bridges, Institute for Physical Science and Technology, University of Maryland, College Park, Md., June, 1982.
7.
Heins, C. P., and Kato, H., “Bottom Lateral Bracing Effects on Curved I Girder Bridges,” AISI Project 308, Effects of Bracing on I Girder Bridges, Institute for Physical Science and Technology, University of Maryland, College Park, Md., Feb., 1981.
8.
Heins, C. P., and Kuo, J., “Live Load Distribution on Simple Span Steel I Beam Composite Highway Bridge at Ultimate Load,” CE Report 53, University of Maryland, College Park, Md., Apr., 1973.
9.
Newmark, N. M., “Design of I‐Beam Bridges,” Proceedings, ASCE, Mar., 1948, pp. 305–330.
10.
The American Association of State Highway and Transportation Officials, Standard Specifications for Highway Bridges, 12th ed., 1977.
11.
Wilson, L., Bathe, K. J., Peterson, F. E., and Dovey, H., “User's Guide to Program SAP,” Department of Civil Engineering, University of California, Nov., 1972.

Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 3March 1984
Pages: 523 - 530

History

Published online: Mar 1, 1984
Published in print: Mar 1984

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Authors

Affiliations

Conrad P. Heins, M. ASCE
Deceased; formerly Prof., Inst. for Physical Sci. and Tech. and Civ. Engrg., Univ. of Maryland, College Park, Md.
Jin O. Jin
Engr., T. Y. Lin International, Alexandria, Va.

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