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STATE-OF-THE-ART REPORT ON TEMPERATURE-INDUCED...
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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; Scanlon A; Alsmeyer WC; Benjamin JR; Branson DE; Drysdale RG; Farah A; Ghosh SK; Gogate AB; Grossman J

Pagination

pp. 1-14

Publication Date

December 1, 1985

Conference proceedings

Publication SP American Concrete Institute

ISSN

0193-2527

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