Continuous‐Beam Analysis for Highway Bridges
Publication: Journal of Structural Engineering
Volume 117, Issue 1
Abstract
Continuous‐beam bridges may be analyzed in a very concise manner for situations of constant‐flexural stiffness (EI), symmetrical structures with interior spans of equal length. When load is applied to only one span, all end moments may be directly determined from simple calculations using coefficients derived on the basis of the compatibility of joint rotations, without iteration or simultaneous equations. Results from multiple loads in several spans may then be obtained by superposition. Closed‐form expressions are presented herein for end moments in continuous beams with three or four spans followed by a presentation of the general formulation for any number of spans, which provides an efficient algorithm suitable for interactive microcomputer usage. Practical applications of the method are illustrated by providing closed‐form expressions for bending moments caused by both dead load and lane load in continuous‐beam highway bridges, and by suggesting a simple procedure for treating as a single unit the several concentrated loads from a bridge‐design vehicle. The technique can easily be customized to suit the needs of individual designers.
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References
1.
Manual of steel construction. (1989). American Institute of Steel Construction (AISC), Chicago, Ill.
2.
Moments, shears and reactions for continuous highway bridges. (1966). American Institute of Steel Construction (AISC), Chicago, Ill.
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Moses, F., Schilling, C. G., and Raju, K. S. (1987). “Fatigue evaluation procedures for steel bridges.” NCHRP Report 299, Transportation Research Board, Washington, D.C.
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Standard specifications for highway bridges. (1989). Amer. Assoc. of State Highway and Transp. Officials (AASHTO), Washington, D.C.
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Wang, C. K. (1986). Structural analysis on microcomputers. MacMillan, New York, N.Y.
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Copyright © 1991 ASCE.
History
Published online: Jan 1, 1991
Published in print: Jan 1991
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