Minimization of Composite Dead Load Effectsby David R. Schelling, (M.ASCE), Assoc. Prof.; Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md. 20742,
Norman Clerman, (A.M.ASCE), Grad. Asst.; Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md. 20742,
Serial Information: Journal of the Structural Division, 1982, Vol. 108, Issue 11, Pg. 2591-2608
Document Type: Journal Paper
A method is presented whereby the effects of the sequencing of dead load effects on continuous composite highway bridges may be determined. All relevant time-dependent concrete properties are accounted for and codified into a comprehensive computer program. The effects of staging for 12 highway bridges is presented along with a schedule for reducing the cracking in the concrete through the use of an optimization technique.
Subject Headings: Dead loads | Composite materials | Highway bridges | Continuous bridges | Composite bridges | Scheduling | Concrete | Computer software | Time dependence
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