Discussion of “Measurements of Thermal Gradients and their Effects on Segmental Concrete Bridge” by Carin L. Roberts-Wollman, John E. Breen, and Jason Cawrse
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 8, Issue 5
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References
British Standards Institution (BSI). (1978). “Steel, concrete and composite bridges: Part 2—Specification for loads.” BS 5400, London.
Emerson, M. (1973). “The calculation of the distribution of temperature in bridges.” TRRL Laboratory Rep. LR 561, Dept. of the Environment, Transport and Road Research Laboratory, Crowthorne, Berkshire, U.K.
Emerson, M. (1976a). “Bridge temperatures estimated from the shade temperature.” TRRL Laboratory Rep. LR 696, Dept. of the Environment, Transport and Road Research Laboratory, Crowthorne, Berkshire, U.K.
Emerson, M. (1976b). “Extreme values of bridge temperatures for design purposes.” TRRL Laboratory Rep. LR 744, Dept. of the Environment, Transport and Road Research Laboratory, Crowthorne, Berkshire, U.K.
Emerson, M. (1977). “Temperature differences in bridges: Basis of design requirements.” TRRL Laboratory Rep. LR 765, Dept. of the Environment, Transport and Road Research Laboratory, Crowthorne, Berkshire, U.K.
European Committee for Standardization (CEN). (2002). Draft prEN 1991-1-5 Eurocode 1—Actions on Structures Part 1.5: General Actions—Thermal Actions, Stage 34 Final Draft, Brussels.
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Journal of Bridge Engineering
Volume 8 • Issue 5 • September 2003
Pages: 340 - 341
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Aug 15, 2003
Published in print: Sep 2003
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