原文传递
Cyclic Testing and Repair of Coupled CLT Walls with Steel Link Beams
| 题名： | Cyclic Testing and Repair of Coupled CLT Walls with Steel Link Beams |
| 正文语种： | eng |
| 作者： | Ben Moerman;Minghao Li;Alessandro Palermo;Tobias Smith;Hyungsuk Lim |
| 作者单位： | Dept. of Civil and Natural Resources Engineering Univ. of Canterbury Private Bag 4800 Christchurch 8140 New Zealand StructureCraft 1929 Foy St. Abbotsford BC Canada V2T 6B1;Dept. of Civil and Natural Resources Engineering Univ. of Canterbury Priv |
| 关键词： | Cross-laminated timber (CLT); Coupled wall; Shear wall; Steel-timber hybrid; Screw hold-downs; Ductility; Repairable structure |
| 摘要： | Coupled cross-laminated timber (CLT) walls with steel link beams are a type of high-capacity lateral load resisting system for multistory buildings. In this study, a 6.6 m tall coupled CLT wall specimen with three steel link beams and mixed-angle screwed |
| 出版年： | 2024 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | 150 |
| 期： | 2 |
| 页码： | 04023216.1-04023216.16 |
相关文献
- Cyclic Testing of Replaceable Steel Coupling Beams with Reduced Beam Sections and Moment End-Plate Connections
- Cyclic Behavior of CLT Wall Systems: Experimental Tests and Analytical Prediction Models
- Cyclic Testing of High-Capacity CLT Shear Walls
- Structural Performance of CLT Shear Walls with Hyperelastic Hold Downs
- Cyclic Behavior of Replaceable Steel Coupling Beams
- Large-Scale Cyclic Testing of Steel-Plate Shear Walls with Coupling
检索历史
应用推荐
