Discussion of “Fragility Curves and Methodology for Estimating Postearthquake Occupancy of Wood-Frame Single-Family Houses on a Regional Scale” by Pablo Heresi and Eduardo Miranda
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 148, Issue 2
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References
FEMA. 2012. Seismic performance assessment of buildings volume 2: Implementation guide. Washington, DC: FEMA.
Maison, B., and B. McDonald. 2017. “Analytical study of residential masonry chimneys during recent California earthquakes, Paper 3772.” In Proc., 16th World Conf. on Earthquake Engineering. Santiago, Chile: International Association for Earthquake Engineering.
Maison, B., and B. McDonald. 2018. “Fragility curves for residential masonry chimneys.” Earthquake Spectra 34 (3): 1001–1023. https://doi.org/10.1193/021217EQS028EP.
Osteraas, J., and H. Krawinkler. 2010. Fragility of masonry chimneys. Redwood City, CA: Applied Technology Council.
Wald, D. J., V. Quitoriano, T. H. Heaton, and H. Kanamori. 1999. “Relationships between peak ground acceleration, peak ground velocity, and modified Mercalli intensity in California.” Earthquake Spectra 15 (3): 557–564. https://doi.org/10.1193/1.1586058.
Wikipedia. 2021. “2000 Yountville earthquake.” Accessed October 19, 2021. http://en.wikipedia.org/wiki/2000_Yountville_earthquake.
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Published In
Journal of Structural Engineering
Volume 148 • Issue 2 • February 2022
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Jun 29, 2021
Accepted: Jul 29, 2021
Published online: Nov 24, 2021
Published in print: Feb 1, 2022
Discussion open until: Apr 24, 2022
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