Discussion of “Development of Finite-Element Modeling Approach for Lateral Load Analysis of Dry-Glazed Curtain Walls” by Ali M. Memari, Ali Shirazi, Paul A. Kremer, and Richard A. Behr
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Volume 18, Issue 1
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References
American Architectural Manufacturers Association (AAMA). (2001). “Recommended dynamic test method for determining the seismic drift causing glass fallout from a wall system.” AAMA 501.6-01, Des Plaines, IL.
Behr, R. A. (1998). “Seismic performance of architectural glass in mid-rise curtain wall.” J. Archit. Eng., 4(3), 94–98.
Building Seismic Safety Council (BSSC). (2001). “NEHRP commentary on the guidelines for the seismic rehabilitation of buildings.” FEMA Rep. No. 274, Washington, DC.
Lu, W. S., Huang, B. F., and Chen, S. M., (2010). “Analysis and experimental approaches on seismic performance of architectural curtain walls.” Joint Proc., 7th Int. Conf. on Urban Engineering (7CUEE) and 5th Int. Conf. on Earthquake Engineering (5ICEE), Center for Urban Earthquake Engineering (CUEE), Tokyo Institute of Technology, Tokyo, 1299–1306.
Memari, A. M., Behr, R. A., and Kremer, P. A. (2003). “Seismic behavior of curtain walls containing insulating glass units.” J. Archit. Eng., 9(2), 70–85.
Memari, A. M., Kremer, P. A., and Behr, R. A. (2004). “Dynamic racking crescendo tests on architectural glass fitted with anchored ‘PET’ film.” J. Archit. Eng., 10(1), 5–14.
Memari, A. M., Kremer, P. A., and Behr, R. A. (2006). “Architectural glass panels with rounded corners to mitigate seismic damage.” Earthquake Spectra, 22(1), 129–150.
Miranda, E. (1999). “Approximate seismic lateral deformation demands in multistory buildings.” J. Struct. Eng., 125(4), 417–425.
Miranda, E., and Reyes, C. J. (2002). “Approximate lateral drift demands in multistory buildings with nonuniform stiffness.” J. Struct. Eng., 128(7), 840–849.
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© 2012 American Society of Civil Engineers.
History
Received: Jun 6, 2011
Accepted: Jun 30, 2011
Published online: Feb 15, 2012
Published in print: Mar 1, 2012
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