Compressive Behavior of Gusset Plates Connected with Single-Angle Members-Reference-Cited by-同舟云学术

Compressive Behavior of Gusset Plates Connected with Single-Angle Members

Published:2016-03 Issue:3 Volume:142 Page:04015161
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cheng Rui¹,Xu Lei²,Jin Sheng³,Shi Yu⁴

Affiliation:

1. Associate Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area and School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

3. Lecturer, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

4. Associate Professor, College of Civil Engineering, Chang’an Univ., Xi’an 710061, China.

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.0001446

Reference20 articles.

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

2. ANSYS [Computer software]. ANSYS Canonsburg PA.

3. Tests of Full‐Size Gusset Plate Connections

4. Brown V. L. (1988). “Stability of gusseted connections in steel structures.” Ph.D. thesis Dept. of Civil Engineering Univ. of Delaware Newark DE.

5. Instability of steel gusset plates in compression

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