Discussion of “Alternate Path Method in Progressive Collapse Analysis: Variation of Dynamic and Nonlinear Load Increase Factors” by Aldo McKay, Kirk Marchand, and Manuel Diaz
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Volume 21, Issue 2
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References
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DoD (U.S. Department of Defense). (2009). “United facilities criteria design of buildings to resist progressive collapse.” UFC 4-023-03 Washington, DC.
Dusenberry, D. O., and Hamburger, R. O. (2006). “Practical means for energy-based analyses of disproportionate collapse potential.” J. Perform. Constr. Facil., 336–348.
FEMA. (2000). “State of the art report on systems performance of steel moment frames subject to earthquake ground shaking.” FEMA 355-C, Washington, DC.
Liu, M. (2013). “A new dynamic increase factor for nonlinear static alternate path analysis of building frames against progressive collapse.” Eng. Struct., 48, 666–673.
Ruth, P., Marchand, K. A., and Williamson, E. B. (2006). “Static equivalency in progressive collapse alternate path analysis: Reducing conservatism while retaining structural integrity.” J. Perform. Constr. Facil., 349–364.
Tsai, M. H. (2012). “Assessment of analytical load and dynamic increase factors for progressive collapse analysis of building frames.” Adv. Struct. Eng., 15(1), 41–54.
Xu, G., and Ellingwood, B. R. (2011). “An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential.” J. Constr. Steel Res., 67(3), 547–555.
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Published In
Practice Periodical on Structural Design and Construction
Volume 21 • Issue 2 • May 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Jan 9, 2013
Accepted: Feb 22, 2013
Published online: Jan 22, 2016
Published in print: May 1, 2016
Discussion open until: Jun 22, 2016
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