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

Performance of Steel Moment Connections under a Column Removal Scenario. I: Experiments

Published:2013-01 Issue:1 Volume:139 Page:98-107
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lew H. S.¹,Main Joseph A.²,Robert Stephen D.³,Sadek Fahim⁴,Chiarito Vincent P.³

Affiliation:

1. Senior Research Structural Engineer, 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. Research Structural Engineer, U.S. Army Engineer Research and Development Center, Vicksburg, MS 39180-6199.

4. Leader, Structures Group, Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8611, 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.0000618

Reference19 articles.

1. AISC. (2002). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-02 Chicago.

2. ASCE. (2002). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-02 Reston VA.

3. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 Reston VA.

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

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