ANALYSIS OF A CONTINUOUS CURVED BOX GIRDER BRIDGE
An analytical method for determining the response of horizontally curved bridges to loads is discussed. The predicted behavior of a curved box bridge under construction was compared to the actual behavior of such a bridge. The superstructure of the bridge tested consists of twin steel box girders in composite action with a 10-in. (25.4 cm) reinforced concrete slab. The portion of the bridge examined in this study was a three-span continuous structure designed for two-lane traffic. Two experimental testing programs were performed on the bridge. The first consisted of measuring the response of the steel box girders when a concrete deck was poured. When the construction of the bridge was completed, a second testing program involved measuring throughout the structure deformations and strains induced by the load of an FHWA test vehicle. Stresses, deformations, and load distributions are plotted, tabulated, and discussed. Comparisons of the analytical predictions, design values, and measured responses of the bridge are also presented.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/03611981
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Dynamics and Field Testing of Bridges. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Yoo, C
- Buchanan, J
- Heins, C P
- Armstrong, W L
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Conference:
- 54th Annual Meeting of the Transportation Research Board
- Location: Washington District of Columbia
- Date: 1975-1-13 to 1975-1-17
- Publication Date: 1976
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 61-71
- Monograph Title: Earthquake-lnduced Dynamic Response of Bridges and Bridge Measurements
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Serial:
- Transportation Research Record
- Issue Number: 579
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Box girders; Bridge superstructures; Continuous structures; Curved bridges; Deformation; Girder bridges; Load tests; Load transfer; Mechanical strain
- Old TRIS Terms: Strains
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00139851
- Record Type: Publication
- ISBN: 0309024935
- Files: TRIS, TRB
- Created Date: Oct 6 1976 12:00AM