Conference
State-of-the-art report on temperature-induced deflections of reinforced concrete members
Abstract
This report summarizes available methods for calculating deflections of reinforced concrete beams subjected to temperature change. Selection of design temperatures and temperature gradients is discussed as well as the effects of cracking on response in the service load range.
Authors
Buettner DR; Alsmeyer WC; Benjamin JR; Branson DE; Drysdale RG; Farah A; Ghosh SK; Gogate AB; Grossman J; Hsu CTT
Volume
SP-086
Pagination
pp. 1-14
Publication Date
August 1, 1985
Conference proceedings
American Concrete Institute ACI Special Publication
ISSN
0193-2527