Shear Behavior of Panel Zones in Steel Beam-to-Column Connections with Unequal Depth of Outer Annular Stiffener-Reference-Cited by-同舟云学术

Shear Behavior of Panel Zones in Steel Beam-to-Column Connections with Unequal Depth of Outer Annular Stiffener

Published:2019-02 Issue:2 Volume:145 Page:04018247
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mou Ben¹,Li Xi²,Bai Yongtao³,Wang Lisa⁴

Affiliation:

1. Lecturer, School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, China.

2. Postgraduate Student, School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, China.

3. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400044, China; Alexander von Humboldt Research Fellow, Institute of Steel, Lightweight and Composite Structures, Dept. of Civil and Environmental Engineering, Ruhr-Universität Bochum, Universitätstraße 150, D-44801 Bochum, Germany (corresponding author).

4. Professor, Dept. of Civil Engineering, California State Polytechnic Univ., Pomona, CA 91768.

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.0002256

Reference30 articles.

1. Development of a damage model for assessing fracture failure of steel beam-to-column connections subjected to extremely low-cycle fatigue

2. Macromodeling of Crack Damage in Steel Beams Subjected to Nonstationary Low Cycle Fatigue

3. Ductile Steel Beam-to-Column Connections for Seismic Resistance

4. Semirigid Steel Beam‐to‐Column Connections: Data Base and Modeling

5. Column Web Stiffening of Steel Beam-to-Column Joints Subjected to Seismic Actions

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