原文传递
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls
| 题名： | Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls |
| 正文语种： | eng |
| 作者： | Mohammad Masroor;Mahtab Gheisari;Thomas Tannert |
| 作者单位： | Univ. of Northern British Columbia;Univ. of Northern British Columbia;Univ. of Northern British Columbia |
| 摘要： | Abstract While numerous experimental tests have been conducted on single-story cross-laminated timber (CLT) shear walls, research addressing the drift performance of multistory CLT structures remains limited. This paper presents an experimental parameter |
| 出版年： | 2024 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 150 |
| 期： | 8 |
| 页码： | 1.1-1.16 |
相关文献
- Structural Performance of CLT Shear Walls with Hyperelastic Hold Downs
- Experimental and Analytical Lateral Performance of Posttensioned CLT Shear Walls and Conventional CLT Shear Walls
- Seismic Behavior of Balloon Frame CLT Shear Walls with Different Ledgers
- Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections
- Seismic Performance Factors for Cross-Laminated Timber Shear Wall Systems in the United States
- Experimental Response and Damage of SC-CLT Shear Walls under Multidirectional Cyclic Lateral Loading
检索历史
应用推荐
