Transformation from Measured Strains to Viscoelastic Stresses considering Temperature History for Concrete Dams
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-1220-x.pdf
Reference27 articles.
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2. Bazant, Z. P. and Kaplan, M. F. (1996). Concrete at high temperatures: Material properties and mathematical models, Longman Group Ltd., Essex, UK.
3. Bellendir, E. N., Gordon, L. A., Khrapkov, A. A., and Skvortsova, A. E. (2017). “Mathematical modeling in systems for operational evaluation of the stress-strain state of the arch-gravity dam at the sayanoshushenskaya hydroelectric power plant.” Power Technology and Engineering, Vol. 50, No. 5, pp. 511–515, DOI: https://doi.org/10.1007/s10749-017-0741-z .
4. Bukenya, P., Moyo, P., Beushausen, H., and Oosthuizen C. (2014). “Health monitoring of concrete dams: A literature review.” J. Civil Struct. Health Monit., Vol. 4, No. 4, pp. 235–244, DOI: https://doi.org/10.1007/s13349-014-0079-2 .
5. Chen, Y., Zhang, L., Chen, J. Y., Li, C. G., and Hu, C. Q. (2011). “Cracking similarity simulation of induced joints and its application in model test of a RCC arch dam.” KSCE Journal of Civil Engineering, Vol. 15, No. 2, pp. 327–335, DOI: https://doi.org/10.1007/s12205-011-0969-3 .
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