Closure to “Shear Strength of Composite Circular Reinforced Concrete–Filled Steel Tubes” by Hadi Kenarangi and Michel Bruneau
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VIEW THE ORIGINAL ARTICLEAuthors: Hadi Kenarangi, M.ASCE https://orcid.org/0000-0002-8750-7722 [email protected], and Michel Bruneau, F.ASCE https://orcid.org/0000-0003-1170-468X [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 147, Issue 2
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References
AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.
Bruneau, M., H. Kenarangi, and T. P. Murphy. 2018. Contribution of steel casing to single shaft foundation structural resistance. Washington, DC: Transportation Research Board.
Kenarangi, H. 2018. “Analytical and experimental study of the contribution of steel casing to single shaft foundation flexural and shear resistance.” Ph.D. dissertation, Dept. of Civil, Structural and Environmental Engineering, State University of New York at Buffalo.
Kenarangi, H., and M. Bruneau. 2020. “Investigation of cyclic shear behavior of circular reinforced concrete filled steel tubes.” J. Struct. Eng. 146 (5): 04020057. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002598.
LSTC (Livermore Software Technology Corporation). 2017. LS-DYNA keyword user’s manual volume II material models R10.0. Livermore, CA: LSTC.
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Information
Published In
Journal of Structural Engineering
Volume 147 • Issue 2 • February 2021
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Jul 9, 2020
Accepted: Jul 17, 2020
Published online: Nov 23, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 23, 2021
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Authors
Affiliations
Structural and Earthquake Engineer, Modjeski and Masters, Inc., 100 Sterling Pkwy., Suite 302, Mechanicsburg, PA 17050 (corresponding author). ORCID: https://orcid.org/0000-0002-8750-7722. Email: [email protected]
SUNY Distinguished Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260. ORCID: https://orcid.org/0000-0003-1170-468X. Email: [email protected]
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