Closure to “Experimental Evaluation of Single-Bolted Lap Joints at Elevated Temperatures” by Erica C. Fischer, Amit H. Varma, and Qiaqia Zhu
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Volume 144, Issue 12
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References
Agarwal, A., K. L. Selden, and A. H. Varma. 2014. “Stability behavior of steel building structures in fire conditions: Role of composite floor systems with shear-tab connections.” J. Struct. Fire Eng. 5 (2): 77–96. https://doi.org/10.1260/2040-2317.5.2.77.
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CEN (European Committee for Standardization). 2005. Design of steel structures. 1.2: General rules—Structural fire design. Eurocode 3. Geneva: CEN.
Hirashima, T., Y. Esaki, and S. Ando. 2014. “Load-deformation behavior of bolted double-splice friction joints at elevated temperature.” In Proc., 8th Int. Conf. on Structures in Fire. Structures in Fire. Shanghai, China: Tongji University Press.
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Teh, L. H., and G. G. Deierlein. 2017. “Effective shear plane model for tearout and block shear failure of bolted connections.” Eng. J. 54 (3): 181–194.
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Published In
Journal of Structural Engineering
Volume 144 • Issue 12 • December 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: May 15, 2018
Accepted: Jun 22, 2018
Published online: Sep 27, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 27, 2019
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