Closure to “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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VIEW THE ORIGINAL ARTICLEPublication: Journal of Architectural Engineering
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, Schaumberg, IL.
ASCE. (2006). Minimum design loads for buildings and other structures, ASCE 7-05, Reston, VA.
Federal Emergency Management Agency (FEMA). (2007). “Interim testing protocols for determining the seismic performance of structural and nonstructural components,” FEMA 461, Applied Technology Council, Washington, DC.
Memari, A. M., Shirazi, A., and Kremer, P. A. (2007). “Static finite element analysis of architectural glass curtain walls under in-plane loads and corresponding full-scale test,” Struct. Eng. Mech., 25(4), 365–382.
Shirazi, A. (2005). “Development of a seismic vulnerability evaluation procedure for architectural glass curtain walls,” Ph.D. thesis, Penn State Univ., University Park, PA.
Information & Authors
Information
Published In
Journal of Architectural Engineering
Volume 18 • Issue 1 • March 2012
Pages: 65 - 66
Copyright
© 2012 American Society of Civil Engineers.
History
Received: Aug 31, 2011
Accepted: Sep 16, 2011
Published online: Feb 15, 2012
Published in print: Mar 1, 2012
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Professor, Dept. of Architectural Engineering, Penn State Univ., University Park, PA. E-mail: [email protected]
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