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Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls
| 题名： | Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls |
| 正文语种： | eng |
| 作者： | Pettit, Clayton;Cruz-Noguez, Carlos |
| 作者单位： | Univ Alberta Dept Civil & Environm Engn Edmonton AB T6G 2R3 Canada;Univ Alberta Dept Civil & Environm Engn Edmonton AB T6G 2R3 Canada |
| 关键词： | Masonry wall;Cyclic;Out-of-plane;Lateral load;Stiffness;Base stiffness;Full-scale testing |
| 摘要： | Slender load-bearing masonry walls are typically used in low-rise commercial and industrial settings, where they are an efficient system to resist out-of-plane forces and gravity loads. Masonry walls are usually built upon concrete footings, with their fi |
| 出版年： | 2021 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 147 |
| 期： | 12 |
| 页码： | 04021215.1-04021215.12 |
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