Closure to “Experimental Evaluation of the Fire Performance of Simple Connections” by Erica C. Fischer, Kristi L. Selden, and Amit H. Varma
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Erica C. Fischer, M.ASCE [email protected], and Amit H. Varma, M.ASCE [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 144, Issue 4
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References
Agarwal, A., Selden, K., and Varma, A. H. (2014). “Stability behavior of steel building structures in fire conditions: Role of composite floor system with shear-tab connections.” J. Struct. Fire Eng., 5(2), 77–96.
Fischer, E. C. (2015). “Fire behavior of simple (shear) connections in steel-frame buildings.” Purdue Univ., West Lafayette, IN.
Fischer, E. C., and Varma, A. H. (2015). “Fire behavior of composite beams with simple connections: Benchmarking of numerical models.” J. Constr. Steel Res., 111(Aug), 112–125.
Fischer, E. C., and Varma, A. H. (2017). “Fire resilience of composite beams with simple connections: Parametric studies and design.” J. Constr. Steel Res., 128(Jan), 119–135.
Selden, K. L. (2014). “Structural behavior and design of composite beams subjected to fire.” Purdue Univ., West Lafayette, IN.
Selden, K. L., Fischer, E. C., and Varma, A. H. (2016). “Experimental investigation of composite beams with shear connections subjected to fire loading.” J. Struct. Eng., 04015118.
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©2018 American Society of Civil Engineers.
History
Received: Jul 7, 2017
Accepted: Oct 16, 2017
Published online: Jan 25, 2018
Published in print: Apr 1, 2018
Discussion open until: Jun 25, 2018
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Design Engineer, Degenkolb Engineers, 600 University Ave., Suite 760, Seattle, WA 98101 (corresponding author). E-mail: [email protected]
Professor, Lyles School of Civil Engineering, Purdue Univ., 1040 S. River Rd., West Lafayette, IN 47907. E-mail: [email protected]
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