Closure to “Out-Plane Elastic-Plastic Buckling Strength of High-Strength Steel Arches” by Mark Andrew Bradford, Yong-Lin Pi, and Airong Liu
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Volume 146, Issue 2
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Acknowledgments
This work has been supported by research grants from the Australian Research Council through Discovery Project No. DP150100446 and from the National Natural Science Foundation of China (No. 51678169) and the Technology Planning Project of Guangdong Province (Grant No. 2016B050501004).
References
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Bradford, M. A., and Y.-L. Pi. 2012. “A new analytical solution for lateral-torsional buckling of arches under axial uniform compression.” Eng. Struct. 41 (Aug): 14–23. https://doi.org/10.1016/j.engstruct.2012.03.022.
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Pi, Y. L., and N. S. Trahair. 1992b. “Prebuckling deflections and lateral buckling. II: Applications.” J. Struct. Eng. 118 (11): 2967–2985. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:11(2967).
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Pi, Y.-L., J. P. Papangelis, and N. S. Trahair. 1995. “Prebuckling deformations and flexural-torsional buckling of arches.” J. Struct. Eng. 121 (9): 1313–1322. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:9(1313).
Pi, Y.-L., and N. S. Trahair. 1998. “Out-of-plane inelastic buckling and strength of steel arches.” J. Struct. Eng. 124 (2): 174–183. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(174).
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Published In
Journal of Structural Engineering
Volume 146 • Issue 2 • February 2020
Copyright
©2019 American Society of Civil Engineers.
History
Received: Mar 5, 2019
Accepted: Jun 7, 2019
Published online: Dec 11, 2019
Published in print: Feb 1, 2020
Discussion open until: May 11, 2020
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