Closure to “Seismic Behavior of GFRP-Reinforced Concrete Interior Beam–Column–Slab Subassemblies” by Shervin K. Ghomi and Ehab El-Salakawy
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Composites for Construction
Volume 25, Issue 1
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References
ACI (American Concrete Institute). 2005. Acceptance criteria for moment frames based on structural testing and commentary. ACI 374.1-05. Detroit, MI: ACI.
CSA (Canadian Standard Association). 2012. Design and construction of building structures with fibre reinforced polymers. CAN/CSA S806-12. Toronto, ON: CSA.
CSA (Canadian Standard Association). 2014. Design of concrete structures. CAN/CSA A23.3-14. Toronto, ON: CSA.
Ghomi, S. K., and E. F. El-Salakawy. 2018a. “Seismic behavior of exterior GFRP-RC beam–column connections: Analytical study.” J. Compos. Constr. 22 (4): 04018022. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000858.
Ghomi, S. K., and E. F. El-Salakawy. 2018b. Seismic performance of interior GFRP-RC beam–column joints. ACI Special Publication, SP-327:10.1-10.18, Detroit, MI: ACI.
Ghomi, S. K., and E. F. El-Salakawy. 2019a. “Effect of joint shear stress on seismic behaviour of interior GFRP-RC beam–column joints.” Eng. Struct. 191: 583–597. https://doi.org/ 10.1016/j.engstruct.2019.04.091.
Ghomi, S. K., and E. F. El-Salakawy. 2019b. “Dynamic response of GFRP-RC moment-resisting frames.” In Proc., 12th Canadian Conf. on Earthquake Engineering, 1–8. Vancouver, BC, Canada: Association for Earthquake Engineering (CAEE).
NRCC (National Research Council of Canada). 2015. National Building Code of Canada. Ottawa, ON: NRCC.
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© 2020 American Society of Civil Engineers.
History
Received: Jul 19, 2020
Accepted: Sep 10, 2020
Published online: Dec 7, 2020
Published in print: Feb 1, 2021
Discussion open until: May 7, 2021
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