Closure to “Bridge Remaining Strength Prediction Integrated with Bayesian Network and In Situ Load Testing” by Yafei Ma, Lei Wang, Jianren Zhang, Yibing Xiang, and Yongming Liu
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VIEW THE ORIGINAL ARTICLEAuthors: Yafei Ma, S.M.ASCE [email protected], Lei Wang, A.M.ASCE [email protected], Jianren Zhang [email protected], Yibing Xiang [email protected], and Yongming Liu, A.M.ASCE [email protected]Author Affiliations
Publication: Journal of Bridge Engineering
Volume 20, Issue 10
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Acknowledgments
The authors would like to thank Professor José Martí-Vargas for his constructive comments and sincere encouragement.
References
Ballim, Y., and Reid, J. (2003). “Reinforcement corrosion and the deflection of RC beams—an experimental critique of current test methods.” Cement Concr. Compos., 25(6), 625–632.
Castel, A., François, R., and Arliguie, G. (2000). “Mechanical behavior of corroded reinforced concrete beams—Part 1: Experimental study of corroded beams.” Mater. Struct., 33(9), 539–544.
Malumbela, G., Moyo, P., and Alexander, M. (2012). “Longitudinal strains and stiffness of RC beams under load as measures of corrosion levels.” Eng. Struct., 35, 215–227.
Vu, K. A. T., and Stewart, M. G. (2000). “Structural reliability of concrete bridges including improved chloride-induced corrosion models.” Struct. Saf., 22(4), 313–333.
Wang, L., Ma, Y., Ding, W., Zhang, J., and Liu, Y. (2014). “Comparative study of flexural behavior of corroded beams with different types of steel bars.” J. Perform. Constr. Facil., 04014163.
Information & Authors
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Published In
Journal of Bridge Engineering
Volume 20 • Issue 10 • October 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Published online: Mar 12, 2015
Published in print: Oct 1, 2015
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Authors
Affiliations
Ph.D. Candidate, Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China. E-mail: [email protected]
Professor, Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author). E-mail: [email protected]
Professor, Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China. E-mail: [email protected]
Research Scientist, Department of Structures, Civil Engineering, Univ. of Massachusetts, Amherst, MA 01003. E-mail: [email protected]
Associate Professor, School for Engineering of Matter, Transport and Energy, Arizona State Univ., Tempe, AZ 85281. E-mail: [email protected]
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