Performance of Steel Moment Connections under a Column Removal Scenario. II: Analysis-Reference-Cited by-同舟云学术

Performance of Steel Moment Connections under a Column Removal Scenario. II: Analysis

Published:2013-01 Issue:1 Volume:139 Page:108-119
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sadek Fahim¹,Main Joseph A.²,Lew H. S.³,El-Tawil Sherif⁴

Affiliation:

1. Leader, Structures Group, Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8611, Gaithersburg, MD 20899-8611.

2. Research Structural Engineer, Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8611, Gaithersburg, MD 20899-8611 (corresponding author).

3. Senior Research Structural Engineer, Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8611, Gaithersburg, MD 20899-8611.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125.

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.0000617

Reference17 articles.

1. AISC. (2005b). “Specification for structural steel buildings.” ANSI/AISC 360-05 Chicago.

2. Progressive Collapse Resistance of Steel-Concrete Composite Floors

3. Approximations in Progressive Collapse Modeling

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