STRUCTURAL BEHAVIOR OF A SKEW TWO SPAN REINFORCED CONCRETE BOX GIRDER BRIDGE MODEL. VOLUME IV - DETAILED TABLES OF EXPERIMENTAL AND ANALYTICAL RESULTS
This is the fourth of a four volume sequence as follows: Vol. I - Design, Construction, Instrumentation and Loading; Vol. II - Reduction, Analysis and Interpretation of Results; Vol. III - Response during Ultimate Loading to Failure; and Vol. IV -Detailed Tables of Experimental and Analytical Results. In the present volume detailed tables of experimental and analytical results obtained in a study of a large scale, skew, two span, four cell, reinforced concrete box girder bridge model are presented. Results in terms of reactions, deflections, strains and moments are given. The responses of the bridge to point loads, conditioning loads and truck loadings all at working stress levels are tabulated. In addition, tabulated results are given for conditioning loads at overstress levels and for point loads after conditioning overloads.
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Supplemental Notes:
- See also Volume 1, PB-290 894. Portions of this document are not fully legible.
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Corporate Authors:
University of California, Berkeley
Department of Mechanical Engineering
Berkeley, CA United States 94720-1740Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590California Department of Transportation
1120 N Street
Sacramento, CA United States 95814 -
Authors:
- Scordelis, A C
- BOUWKAMP, J G
- Wasti, S T
- Anicic, D
- Publication Date: 1980-6
Media Info
- Pagination: 400 p.
Subject/Index Terms
- TRT Terms: Bridge decks; Dynamic loads; Finite element method; Girder bridges; Girders; Reinforced concrete; Skew bridges; Static loads; Statistics
- Uncontrolled Terms: Model tests
- Subject Areas: Data and Information Technology;
Filing Info
- Accession Number: 00364881
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: UCSESM-80-4, FHWA-RD-80-4
- Files: NTIS, USDOT, STATEDOT
- Created Date: Apr 28 2003 12:00AM