Abstract
This paper presents the findings of a series of bidirectional quasi-static tests conducted on isolated infilled frames to investigate the in-plane and out-of-plane interaction of the infills with different boundary constraints. The effects of prior in-plane damage on the out-of-plane behavior of isolated infill walls were assessed. It was found that the presence of existing cracks that developed during the in-plane loading stage had an effect on the out-of-plane cracking patterns, decreased the integrity of the isolated infills, and weakened the infill-frame boundary restraints. The behavior of isolated infill walls under combined in-plane and out-of-plane loading was also affected by the effectiveness of boundary constraints. The experimental results demonstrated that reliable boundary constraints were necessary for forming arching mechanisms and preventing rigid body motion.
| Original language | English |
|---|---|
| Article number | 116569 |
| Journal | Engineering Structures |
| Volume | 293 |
| DOIs | |
| State | Published - 15 Oct 2023 |
| Externally published | Yes |
Keywords
- Bidirectional loading
- In-plane and out-of-plane interaction
- Isolated infill wall
- Reinforced concrete frame
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