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Gaussian Beam-Column Element Formulation for Large-Deflection Analysis of Steel Members with Open Sections Subjected to Torsion
| 题名： | Gaussian Beam-Column Element Formulation for Large-Deflection Analysis of Steel Members with Open Sections Subjected to Torsion |
| 正文语种： | eng |
| 作者： | Chen, Liang;Abdelrahman, A. H. A.;Liu, Si-Wei;Ziemian, Ronald D.;Chan, Siu-Lai |
| 作者单位： | Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong 999077 Peoples R China;Mansoura Univ Dept Struct Engn Mansoura 35516 Egypt;Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong 999077 Peoples R China;Bucknell Univ Dept Civil |
| 关键词： | Finite-element formulation;Updated-Lagrangian method;Numerical method;Warping;Wagner effects;Nonlinear analysis |
| 摘要： | The beam-column element analysis method has been extensively adopted in practice, relying on the robustness of its element formulation. Steel members with open sections are commonly used; their cross-sectional shapes are usually nonsymmetric to improve ma |
| 出版年： | 2021 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 147 |
| 期： | 12 |
| 页码： | 04021206.1-04021206.14 |
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