Experimental Behavior of a Half-Scale Steel Concrete Composite Floor System Subjected To Column Removal Scenarios-Reference-Cited by-同舟云学术

Experimental Behavior of a Half-Scale Steel Concrete Composite Floor System Subjected To Column Removal Scenarios

Published:2016-02 Issue:2 Volume:142 Page:04015133
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Johnson Eric S.¹,Meissner Jeffrey E.²,Fahnestock Larry A.³

Affiliation:

1. Engineer, Weidlinger Associates, Inc., 27 Wormwood St., Suite 200, Boston, MA 02210.

2. Project Manager, ARCO Murray National Construction Company, 3110 Woodcreek Dr., Downers Grove, IL 60515.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801 (corresponding author).

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.0001398

Reference20 articles.

1. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Farmington Hills MI.

2. AISC (American Institute of Steel Construction). (2010). Specification for structural steel buildings ANSI/AISC 360-10 Chicago.

3. Progressive Collapse Resistance of Steel-Concrete Composite Floors

4. ASCE. (2010). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-10 Reston VA.

5. Astaneh-Asl A. Jones B. Zhao Y. and Hwa R. (2001). “Progressive collapse resistance of steel building floors.” UCB/CEE-STEEL-2001/03 Dept. of Civil and Environmental Engineering Univ. of California at Berkeley Berkeley CA.

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