Closure to “Progressive Collapse Resistance of Steel-Concrete Composite Floors” by Yasser Alashker, Sherif El-Tawil, and Fahim Sadek
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Yasser Alashker, Ph.D. [email protected], Sherif El-Tawil, Ph.D., F.ASCE [email protected], and Fahim Sadek, Ph.D., M.ASCE [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 137, Issue 12
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References
Alashker, Y., and El-Tawil, S. (2010a). “Design model for collapse capacity of composite floors.” Proc., ASCE Structures Congress, ASCE, Reston, VA.
Alashker, Y., and El-Tawil, S. (2010b). “Robustness of steel buildings: 3-D modeling, simulation and evaluation.” Proc., ASCE Structures Congress, ASCE, Reston, VA.
Alashker, Y., and El-Tawil, S. (2011). “Design-oriented model for collapse resistance of composite floors subjected to column loss.” J. Constr. Steel Res., 67(1), 84–92.
Alashker, Y., Li, H., and El-Tawil, S. (2011). “Approximations in progressive collapse modeling.” J. Struct. Eng., 137(9), 914–924.
Sadek, F., El-Tawil, S., and Lew, H. S. (2008). “Robustness of composite floor systems with shear connections: Modeling, simulation, and evaluation.” J. Struct. Eng., 134(11), 1717–1725.
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© 2011 American Society of Civil Engineers.
History
Received: Jun 10, 2011
Accepted: Aug 1, 2011
Published online: Nov 15, 2011
Published in print: Dec 1, 2011
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Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125. E-mail: [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125 (corresponding author). E-mail: [email protected]
Leader, Supervisory Research Structural Engineer, Structures Group of the Materials and Construction Research Division (MCRD) of the Engineering Laboratory (EL), National Institute of Standards and Technology, Gaithersburg, MD 20899-8611. E-mail: [email protected]
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