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
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
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
Permissions
Request permissions for this article.
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.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.