Chapter
Apr 26, 2012
Analysis of Substation Deadend Concrete Structures
Publication: Advanced Technology in Structural Engineering
Abstract
Three full-scale concrete pole substation frame structures were tested under specified loading conditions to compare the actual test performance to the theoretical computational predictions based on conventional structural analysis. The objective was to develop refined analytical procedures, conceivably based on improved modeling of the structures, which provide better estimation of the induced forces due to structural loads. Various loading cases were applied to each structural configuration, and all structures were loaded to destruction. All testing was conducted in a vertical configuration, with the poles embedded in crushed granular material to simulate actual field conditions.
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© 2000 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
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Fouad H. Fouad, Ph.D.
P.E.
F.ASCE
Professor, Department of Civil and Environmental Engineering, The University of Alabama at Birmingham, Birmingham, AL
Harry Durden
P.E.
M.ASCE
Project Manager, Alabama Power Company, Birmingham, AL
Elizabeth Calvert
P.E.
M.ASCE
Consulting Engineer, West Point, MS
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.