Closure to “Progressive Collapse Resistance of Steel-Concrete Composite Floors” by Yasser Alashker, Sherif El-Tawil, and Fahim Sadek-Reference-Cited by-同舟云学术

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

Published:2011-12 Issue:12 Volume:137 Page:1628-1629
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alashker Yasser¹²³,El-Tawil Sherif¹²³,Sadek Fahim¹²³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125 (corresponding author).

3. 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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000481

Reference5 articles.

1. Alashker Y. and El-Tawil S. (2010a). “Design model for collapse capacity of composite floors.” Proc. ASCE Structures Congress ASCE Reston VA.

2. Alashker Y. and El-Tawil S. (2010b). “Robustness of steel buildings: 3-D modeling simulation and evaluation.” Proc. ASCE Structures Congress ASCE Reston VA.

3. A design-oriented model for the collapse resistance of composite floors subjected to column loss

4. Approximations in Progressive Collapse Modeling

5. Robustness of Composite Floor Systems with Shear Connections: Modeling, Simulation, and Evaluation