Discussion of “Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. II: Shake Table Test Results” by John W. van de Lindt, Pouria Bahmani, Gary Mochizuki, Steven E. Pryor, Mikhail Gershfeld, Jingjing Tian, Michael D. Symans, and Douglas Rammer
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VIEW THE REPLYAuthor: Bruce MaisonAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 142, Issue 5
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References
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
Bahmani, P., van de Lindt, J. W., Mochizuki, G. L., Gershfeld, M., and Pryor, S. E. (2014). “Experimental seismic collapse study of a full-scale, 4-story, soft-story wood-frame building.” J. Arch. Eng., B4014009.
Maison, B., McDonald, B., McCormick, D., Schotanus, M., and Buckalew, J. (2014). “Commentary on FEMA P-807 for retrofit of wood-frame soft-story buildings.” Earthquake Spectra, 30(4), 1359–1380.
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© 2016 American Society of Civil Engineers.
History
Received: Apr 14, 2015
Accepted: Sep 30, 2015
Published online: Mar 22, 2016
Published in print: May 1, 2016
Discussion open until: Aug 22, 2016
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Bruce Maison
Consulting Engineer, El Cerrito, CA 94530.
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