Research Article
The Influence of Pier Stiffness Ratio on the Failure Modes of Masonry Structures
| | The models | The height of  spandrel (m) |
| | Model 1 | With structural columns | 0.9 | | Model 2 | Without structural columns | | Model 3 | With structural columns | 1.2 | | Model 4 | Without structural columns | | Model 5 | With structural columns | 0.6 | | Model 6 | Without structural columns |
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