Discussion of “Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols” by Yusuke Suzuki and Dimitrios G. Lignos
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Volume 148, Issue 7
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References
ASCE. 2017. Seismic rehabilitation of existing buildings. ASCE/SEI 41. Reston, VA: ASCE.
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Maison, B. F. 2021. “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.” J. Struct. Eng. 147 (2): 07020017. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002895.
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NIST. 2010. Evaluation of the FEMA P-695 methodology for quantification of building seismic performance factors.. Gaithersburg, MD: National Institute of Standards and Technology.
Suzuki, Y., and D. G. Lignos. 2019. “Development of collapse-consistent loading protocols for experimental testing of steel columns.” Earthquake Eng. Struct. Dyn. 49 (2): 114–131. https://doi.org/10.1002/eqe.3225.
Zengin, E., N. A. Abrahamson, and S. Kunnath. 2020. “Isolating the effect of ground motion duration on structural damage and collapse of steel frame buildings.” Earthquake Spectra 36 (2): 718–740. https://doi.org/10.1177/8755293019891720.
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© 2022 American Society of Civil Engineers.
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Received: May 5, 2021
Accepted: Jun 17, 2021
Published online: Apr 29, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 29, 2022
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