Load Distribution Factors in Simply Supported Skew Bridges
Publication: Journal of Bridge Engineering
Volume 8, Issue 4
Abstract
Simply supported bridges consisting of five I-section concrete girders are analyzed using the finite-element method. The main parameters of this study are: girder spacing (1.8–2.7 m), span length (25–35 m), skew angle (0–60°), and different arrangements of internal transverse diaphragms. Results of reliable analysis based on the finite-element method show that, in right bridges, American Association of State Highway and Transportation Officials distribution factors are conservative and in skew bridges, these factors are very conservative.
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References
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Information & Authors
Information
Published In
Journal of Bridge Engineering
Volume 8 • Issue 4 • July 2003
Pages: 241 - 244
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Received: Mar 26, 2001
Accepted: Sep 3, 2002
Published online: Jun 13, 2003
Published in print: Jul 2003
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