TEMPERATURE VARIATIONS IN CONCRETE BRIDGES
Parametric studies are conducted to find the effects of various parameters on the eigen and continuity stresses. A method is presented and reference is made to a computer program to predict the temperature distribution over bridge cross sections from data related to the geometry, location, orientation, material and climatological conditions.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- Elbadry, M M
- Ghali, A
- Publication Date: 1983-10
Media Info
- Features: References;
- Pagination: p. 2355-74
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Serial:
- Journal of Structural Engineering
- Volume: 109
- Issue Number: 10
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9445
- Serial URL: http://ascelibrary.org/loi/jsendh
Subject/Index Terms
- TRT Terms: Climate; Computer programs; Concrete bridges; Concrete construction; Eigenvalues; Forecasting; Geometry; Location; Materials; Mathematical models; Simulation; Stresses; Structural analysis; Temperature; Temperature measurement; Variables
- Uncontrolled Terms: Continuity; Orientation; Temperature distribution
- Old TRIS Terms: Variations
- Subject Areas: Bridges and other structures; Design; Highways; Materials; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00381982
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: Apr 30 1984 12:00AM