原文传递
Behavior and Design of Normal- and High-Strength Steel SHS and RHS Columns
| 题名： | Behavior and Design of Normal- and High-Strength Steel SHS and RHS Columns |
| 正文语种： | 英语 |
| 作者： | Xin Meng;Leroy Gardner |
| 作者单位： | Imperial College London; |
| 关键词： | Column buckling tests; Experiments; High-strength steels; Member stability; Numerical simulation; Rectangular hollow sections (RHS); Square hollow sections (SHS);Testing |
| 摘要： | The behavior and design of hot-rolled and cold-formed steel square and rectangular hollow section (SHS and RHS) columns, made of both normal- and high-strength material, are addressed in this paper.A series of experiments on hot-rolled high-strength steel |
| 出版日期： | 2020 |
| 出版年： | 2020 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.146 |
| 期： | No.11 |
| 页码： | 04020227 |
相关文献
- Design of Cold-Formed High-Strength Steel Tubular Stub Columns
- Flexural Buckling of Hot-Finished High-Strength Steel SHS and RHS Columns
- Experimental Behavior and Design of High-Strength Circular Concrete-Filled Steel Tube Short Columns
- Axial Compressive Behavior of Concrete-Encased High-Strength Steel Angle Columns
- Experimental Behavior of Concrete-Filled Steel Tube Columns Using Ultrahigh-Strength Steel
- Beam-to-CFT High-Strength Joints with External Diaphragm. I: Design and Experimental Validation
检索历史
应用推荐
