Modeling and Analysis of Single-Plate Shear Connections under Column Loss-Reference-Cited by-同舟云学术

Modeling and Analysis of Single-Plate Shear Connections under Column Loss

Published:2014-03 Issue:3 Volume:140 Page:04013070
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Main Joseph A.¹,Sadek Fahim²

Affiliation:

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

2. Leader, Structures Group, Engineering Laboratory, 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.0000866

Reference23 articles.

1. AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

2. Progressive Collapse Resistance of Steel-Concrete Composite Floors

3. ASTM. (2006). “Standard specification for structural steel shapes.” A992/A992M—06a West Conshohocken PA.

4. ASTM. (2008). “Standard specification for carbon structural steel.” A36/A36M—08 West Conshohocken PA.

5. ASTM. (2010a). “Standard specification for structural bolts steel heat treated 120/105 ksi minimum tensile strength.” A325—10 West Conshohocken PA.

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