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Closure to “Progressive Collapse Resistance of Steel-Concrete Composite Floors” by Yasser Alashker, Sherif El-Tawil, and Fahim Sadek

J. Struct. Eng. 137, 1628 (2011); http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000481 (2 pages)

Yasser Alashker, Ph.D.1, Sherif El-Tawil, Ph.D., F.ASCE, P.E.2, and Fahim Sadek, Ph.D., M.ASCE3

1Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125. E-mail: yasserra@umich.edu
2Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125 (corresponding author). E-mail: eltawil@umich.edu
3Leader, 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: fahim.sadek@nist.gov

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(Submitted 10 June 2011; accepted 1 August 2011; published online 15 November 2011)

Abstract unavailable.

Article Outline

  1. Influence of Boundary Conditions on System Response
  2. Collapse Behavior of Composite Floors

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ISSN

0733-9445 (print)  
1943-541X (online)

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