Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections-Reference-Cited by-同舟云学术

Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Liang¹,Zhang Hao-Yi²,Liu Si-Wei³^ORCID,Ziemian Ronald D.⁴^ORCID

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Kowloon, Hong Kong 999077, China.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Kowloon, Hong Kong 999077, China.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Kowloon, Hong Kong 999077, China (corresponding author). ORCID: .

4. Professor, Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12543

Reference43 articles.

1. Timoshenko line-element for stability analysis of tapered I-section steel members considering warping effects

2. Flexural stiffness of thick walled composite tubes

3. Unified Formulations of the Shear Coefficients in Timoshenko Beam Theory

4. Evaluation of the constant strain triangle with drilling rotations

5. Timoshenko beam-column with generalized end conditions on elastic foundation: Dynamic-stiffness matrix and load vector

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