Closure to “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
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 147, Issue 2
Get full access to this article
View all available purchase options and get full access to this article.
References
Chandramohan, R., J. W. Baker, and G. G. Deierlein. 2016. “Impact of hazard-consistent ground motion duration in structural collapse risk assessment.” Earthquake Eng. Struct. Dyn. 45 (8): 1357–1379. https://doi.org/10.1002/eqe.2711.
Cravero, J., A. Elkady, and D. G. Lignos. 2019. “Experimental evaluation and numerical modeling of wide-flange steel columns subjected to constant and variable axial load coupled with lateral drift demands.” J. Struct. Eng. 146 (3): 04019222. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002499.
Elkady, A., and D. G. Lignos. 2018. “Full-scale testing of deep wide-flange steel columns under multiaxis cyclic loading: Loading sequence, boundary effects, and lateral stability bracing force demands.” J. Struct. Eng. 144 (2): 04017189. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001937.
Fell, B. V., A. M. Kanvinde, G. G. Deierlein, and A. T. Myers. 2009. “Experimental investigation of inelastic cyclic buckling and fracture of steel braces.” J. Struct. Eng. 135 (1): 19–32. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:1(19).
FEMA. 2009. Effects of strength and stiffness degradation on seismic response. Rep. No. Washington, DC: FEMA.
Haselton, C. B., A. B. Liel, and G. G. Deierlein. 2009. “Simulating structural collapse due to earthquakes: Model idealization, calibration, and numerical solution algorithms.” In Proc., Computational Methods in Structural Dynamics and Earthquake Engineering, 22. Rhodes, Greece: European Community on Computational Methods in Applied Sciences.
Haselton, C. B., A. B. Liel, S. T. Lange, and G. G. Deierlein. 2008. Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. Berkeley, CA: Pacific Earthquake Engineering Research Center.
Ibarra, L. F., and H. Krawinkler. 2005. Global collapse of frame structures under seismic excitations. Stanford, CA: Stanford Univ.
Ibarra, L. F., R. A. Medina, and H. Krawinkler. 2005. “Hysteretic models that incorporate strength and stiffness deterioration.” Earthquake Eng. Struct. Dyn. 34 (12): 1489–1511. https://doi.org/10.1002/eqe.495.
Krawinkler, H. 1996. “Cyclic loading histories for seismic experimentation on structural components.” Earthquake Spectra 12 (1): 1–12. https://doi.org/10.1193/1.1585865.
Krawinkler, H. 2009. “Loading histories for cyclic tests in support of performance assessment of structural components.” In Proc., 3rd Int. Conf. on Advances in Experimental Seismic Engineering, Pacific Earthquake Engineering Research Center Annual Conf. Berkeley, CA: Pacific Earthquake Engineering Research Center.
Krawinkler, H., A. Gupta, R. A. Medina, and N. Luco. 2000a. Development of loading histories for testing of steel beam-to-column assemblies. Washington, DC: FEMA.
Krawinkler, H., F. Parisi, L. F. Ibarra, A. Ayoub, and R. A. Medina. 2000b. Development of a testing protocol for woodframe structures. Richmond, CA: Consortium of Universities for Research in Earthquake Engineering.
Lignos, D. G., T. Hikino, Y. Matsuoka, and M. Nakashima. 2013. “Collapse assessment of steel moment frames based on E-defense full-scale shake table collapse tests.” J. Struct. Eng. 139 (1): 120–132. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000608.
Lignos, D. G., H. Krawinkler, and A. S. Whittaker. 2011. “Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame.” Earthquake Eng. Struct. Dyn. 40 (7): 807–825. https://doi.org/10.1002/eqe.1061.
Marder, K. J., C. J. Motter, K. J. Elwood, and G. C. Clifton. 2018. “Effects of variation in loading protocol on the strength and deformation capacity of ductile reinforced concrete beams.” Earthquake Eng. Struct. Dyn. 47 (11): 2195–2213. https://doi.org/10.1002/eqe.3064.
NIST. 2009. Evaluation of the FEMA P-695 methodology for quantification of building seismic performance factors. Gaithersburg, MD: NIST.
NIST. 2017. Recommended modeling parameters and acceptance criteria for nonlinear analysis in support of seismic evaluation, retrofit, and design. Gaithersburg, MD: NIST.
Nojavan, A., A. E. Schultz, C. Haselton, S. Simathathien, X. Liu, and S.-H. Chao. 2015. “A new data set for full-scale reinforced concrete columns under collapse-consistent loading protocols.” Earthquake Spectra 31 (2): 1211–1231. https://doi.org/10.1193/040314EQS047.
Raghunandan, M., and A. B. Liel. 2013. “Effect of ground motion duration on earthquake-induced structural collapse.” Struct. Saf. 41: 119–133. https://doi.org/10.1016/j.strusafe.2012.12.002.
Suzuki, Y., and D. G. Lignos. Forthcoming. “Experimental evaluation of steel columns under seismic hazard-consistent collapse loading protocols.” J. Struct. Eng.
Suzuki, Y., and D. G. Lignos. 2015. “Large scale collapse experiments of wide flange steel beam-columns.” In Proc., 8th Int. Conf. on Behavior of Steel Structures in Seismic Areas (STESSA). Shanghai, China: Tongji Univ.
Suzuki, Y., and D. G. Lignos. 2020. “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.
Information & Authors
Information
Published In
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Aug 12, 2020
Accepted: Aug 28, 2020
Published online: Nov 30, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 30, 2021
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.