Discussion of “Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering” by Dimitrios G. Lignos, Alexander R. Hartloper, Ahmed Elkady, Gregory G. Deierlein, and Ronald Hamburger
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Volume 147, Issue 2
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References
ASCE. 2013. Seismic evaluation and retrofit of existing buildings. ASCE/SEI 41-13. Reston, VA: ASCE.
Elkady, A., S. Ghimire, and D. Lignos. 2018. “Fragility curves for wide-flange steel columns and implications for building-specific earthquake-induced loss assessment.” Earthquake Spectra 34 (3): 1405–1429. https://doi.org/10.1193/122017EQS260M.
FEMA. 2009. Effects of strength and stiffness degradation on seismic response. Washington, DC: FEMA.
Krawinkler, H., F. Parisi, L. Ibarra, A. Ayoub, and R. Medina. 2001. Development of a testing protocol for woodframe structures. Stanford, CA: Stanford Univ.
Maison, B. F., and M. S. Speicher. 2016. “Loading protocols for ASCE 41 backbone curves.” Earthquake Spectra 32 (4): 2513–2532. https://doi.org/10.1193/010816EQS007EP.
Maison, B. F., and M. S. Speicher. 2019. “Discussion of ‘Fragility curves for wide-flange steel columns and implications for building-specific earthquake-induced loss assessment.’” Earthquake Spectra 35 (3): 1507–1510. https://doi.org/10.1193/8755-2930-35.3.1507.
Yusuke, S., and D. G. Lignos. 2014. “Development of loading protocols for experimental testing of steel columns subjected to combined high axial load and lateral drift demands near collapse.” In Proc., 10th National Conf. in Earthquake Engineering. Oakland, CA: Earthquake Engineering Research Institute.
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Published In
Journal of Structural Engineering
Volume 147 • Issue 2 • February 2021
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Nov 20, 2019
Accepted: Jan 21, 2020
Published online: Nov 30, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 30, 2021
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