原文传递
Investigating the Behavior of Light-Frame Wood Stud Walls Subjected to Severe Blast Loading
| 题名： | Investigating the Behavior of Light-Frame Wood Stud Walls Subjected to Severe Blast Loading |
| 其他题名： | ASTM.(2006)."Evaluating properties of wood-base fiber and particle panel material."ASTM D1037-06a,West Conshohocken,PA. |
| 正文语种： | 英文 |
| 作者： | Christian Viau |
| 关键词： | Wood structures;Timber;Light-frame;Wood stud wall;Blast loading;Shock tube;Retrofit;Single degree-of-freedom |
| 摘要： | An understanding of the behavior of wood stud walls in a region corresponding to hazardous-blowout damage levels is currently lacking. The focus of the current study is on investigating the flexural response of full-scale wood stud walls subjected to pressure-impulse combinations that would yield severe damage levels. Static material properties were determined and used as input in an analytical model that considers the nonlinear behavior of stud-to-sheathing joints, as well as high strain-rate effects. Experimental results showed that premature sheathing failure could occur prior to full flexural stud response, and that sheathing panel debris could be generated. The use of thicker sheathing and screws shifted the failures to the studs, while decreasing the amount of debris. Welded wire mesh was successfully used as a reinforcement of the sheathing or as a catcher system while maintaining the residual axial capacity of the studs. A single-degree-of-freedom material-predictive model was successfully validated using the experimental test results. |
| 出版年： | 2016 |
| 论文唯一标识： | P-26Y2016V142N12024 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001622 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 142 |
| 期： | 12 |
| 页码： | 266-278 |
相关文献
- Investigation of Dynamic Increase Factors in Light-Frame Wood Stud Walls Subjected to Out-of-Plane Blast Loading
- Nonlinear Modeling of Wood-Frame Shear Wall Systems for Performance-Based Earthquake Engineering: Recommendations for the ASCE 41 Standard
- Understanding Flexibility Effects in the Interaction of Light-Frame Wood Structures with Wave Action
- Nailed Connection Behavior in Light-Frame Wood Shear Walls with an Intermediate Layer of Insulation
- Nonlinear Numerical Model of Post-Tensioned Elastic Rocking Panels for Application in Building Structural Analysis
- Testing and Modeling of Wood-Masonry Hybrid Wall Assembly
检索历史
应用推荐
