Hydrostatic, Temperature, Time-Displacement Model for Concrete Dams-Reference-Cited by-同舟云学术

Hydrostatic, Temperature, Time-Displacement Model for Concrete Dams

Published:2007-03 Issue:3 Volume:133 Page:267-277
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Léger Pierre¹²,Leclerc Martin¹²

Affiliation:

1. Professor, Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique de Montreal, Montreal Univ. Campus, P.O. Box 6079, Station CV, Montreal PQ, Canada H3C 3A7 (corresponding author). E-mail: pierre.leger@polymtl.ca

2. Research Engineer, Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique de Montreal, Montreal Univ. Campus, P.O. Box 6079, Station CV, Montreal PQ, Canada H3C 3A7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A3%28267%29

Reference20 articles.

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2. Monitoring and back analysis: The importance of the temperature load case;Bossoney C. L.;Int. J. Hydropow. Dams,1994

3. Breitenstein F. Koehler W. and Widmann R. (1985). “Safety control of the dams of the Glockner-Kaprun hydro-electric development.” Proc. Int. Committee on Large Dams 15th Congress Q56/R59 ICOLD Paris 1121–1134.

4. Critical temperature loading in arch dam: A review of the Stucky-Derron formulation;Dungar R.;Dam Eng.,1992

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