Discussion of “Shear Strength of Composite Circular Reinforced Concrete–Filled Steel Tubes” by Hadi Kenarangi and Michel Bruneau
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Dawn Lehman, A.M.ASCE [email protected], Charles Roeder, M.ASCE, and Muzi ZhaoAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 147, Issue 2
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References
Lehman, D., C. Roeder, A. Heid, T. Maki, and B. Khaleghi. 2018a. “Shear response of concrete filled tubes. Part I: Experiments.” J. Constr. Steel Res. 150 (Nov): 528–540. https://doi.org/10.1016/j.jcsr.2018.08.027.
Lehman, D., C. Roeder, A. Heid, and J. H. Yoo. 2018b. “Shear response of concrete filled tubes. Part II: Analytical study.” J. Constr. Steel Res. 153 (Feb): 169–178. https://doi.org/10.1016/j.jcsr.2018.08.019.
Sinha, B P., K H Gerstle, and L G. Tulin. 1964. “Stress-strain relations for concrete under cyclic loading.” ACI J. 61 (2): 195–212.
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Published In
Journal of Structural Engineering
Volume 147 • Issue 2 • February 2021
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Mar 13, 2020
Accepted: Apr 7, 2020
Published online: Nov 23, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 23, 2021
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Authors
Affiliations
Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195 (corresponding author). Email: [email protected]
Charles Roeder, M.ASCE
Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.
Muzi Zhao
Formerly, Visiting Research Student and Ph.D. Student at Harbin Institute of Technology, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.
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