Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario-Reference-Cited by-同舟云学术

Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario

Published:2011-09 Issue:9 Volume:137 Page:881-892
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sadek Fahim¹²³⁴,Main Joseph A.¹²³⁴,Lew H. S.¹²³⁴,Bao Yihai¹²³⁴

Affiliation:

1. Leader, Structures Group, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611.

2. Research Structural Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611 (corresponding author).

3. Senior Research Structural Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611.

4. Guest Researcher, 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.0000422

Reference15 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 Farmington Hills MI.

2. American Institute of Steel Construction (AISC). (2002). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-02 Chicago.

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

4. Bao Y. (2008). “Macromodel-based progressive collapse simulation of reinforced concrete structures.” Ph.D. dissertation Univ. of California Davis CA.

5. Department of Defense (DoD). (2009). “Design of buildings to resist progressive collapse.” Unified Facilities Criteria (UFC) 4-023-03 Washington DC.

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