原文传递
Experimental Investigation of Axial Load and Detailing Effects on the Inelastic Response of Reinforced-Concrete Masonry Structural Walls with Boundary Elements
| 题名： | Experimental Investigation of Axial Load and Detailing Effects on the Inelastic Response of Reinforced-Concrete Masonry Structural Walls with Boundary Elements |
| 正文语种： | 英语 |
| 作者： | Nader Aly;Khaled Galal |
| 作者单位： | Concordia Univ., |
| 摘要： | In typical wall load-bearing reinforced-masonry (RM) buildings, the lateral and vertical forces are resisted by rectangular shear walls. Thus, the walls are subjected to high vertical forces from gravity loads that are expected to limit the displacement a |
| 出版日期： | 2020 |
| 出版年： | 2020 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.146 |
| 期： | No.12 |
| 页码： | 04020259 |
相关文献
- Effect of Ductile Shear Wall Ratio and Cross-Section Configuration on Seismic Behavior of Reinforced Concrete Masonry Shear Wall Buildings
- Response of Full-Scale Slender Masonry Walls with Conventional and NSM Steel Reinforcement Subjected to Axial and Out-of-Plane Loads
- Out-of-Plane Performance of Reinforced Masonry Shear Walls Constructed with Boundary Elements
- Confinement Behavior of Rectangular Reinforced Concrete Prisms Simulating Wall Boundary Elements
- Behavior of Seismically Detailed Reinforced Concrete Block Shear Walls with Boundary Elements under Out-of-Plane Loading
- Experimental Study of the In-Plane Behavior of Confined Stone Masonry Walls
检索历史
应用推荐
