Gaussian Beam–Column Element Formulation for Large-Deflection Analysis of Steel Members with Open Sections Subjected to Torsion-Reference-Cited by-同舟云学术

Gaussian Beam–Column Element Formulation for Large-Deflection Analysis of Steel Members with Open Sections Subjected to Torsion

Published:2021-12 Issue:12 Volume:147 Page:04021206
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Liang¹,Abdelrahman A. H. A.²^ORCID,Liu Si-Wei³^ORCID,Ziemian Ronald D.⁴,Chan Siu-Lai⁵

Affiliation:

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

2. Lecturer, Dept. of Structural Engineering, Mansoura Univ., Mansoura 35516, Egypt. ORCID: .

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

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

5. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, 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.0003185

Reference26 articles.

1. Stability design of single angle member using effective stress-strain method

2. Force-based higher-order beam element with flexural-shear-torsional interaction in 3D frames. Part II: Applications

3. Corotational mixed finite element formulation for thin-walled beams with generic cross-section

4. Lateral–Torsional Buckling of Singly Symmetric Tapered Beams: Theory and Applications

5. Co-rotational beam elements with warping effects in instability problems

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Development of improved finite element formulations for pile group behavior analysis under cyclic loading;International Journal for Numerical and Analytical Methods in Geomechanics;2024-09-03

2. Line finite element method for geometrically nonlinear analysis of functionally graded members accounting for twisting effects;Composite Structures;2024-09

3. Stability design of cold-formed high and ultra-high strength steel thin-walled box sections using effective stress-strain model;Structures;2024-04

4. Refined three-dimensional pile element formulation for second-order analysis of pile-supported structures accounting for complex loading conditions;Engineering Structures;2024-02

5. Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections;Journal of Structural Engineering;2024-02