Computational Model for the Flexural Capacity and Stiffness of Eccentric RHS X-Connections under Brace Out-of-Plane Bending Moment-Reference-Cited by-同舟云学术

Computational Model for the Flexural Capacity and Stiffness of Eccentric RHS X-Connections under Brace Out-of-Plane Bending Moment

Published:2020-03 Issue:3 Volume:146 Page:04019227
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhao Bida¹,Ke Ke²,Liu Chengqing³^ORCID,Hong Li⁴

Affiliation:

1. Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, PR China; School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China.

2. Associate Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, PR China.

3. Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China (corresponding author). ORCID: .

4. Associate Professor, Dept. of Structural Engineering, Hefei Univ. of Technology, Hefei 230009, PR 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.0002507

Reference25 articles.

1. CHS X-joints strengthened by external stiffeners under brace axial tension

2. Theoretical analysis of cold-formed stainless steel tubular joints

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