Experimental Research and Damage Model of Square Concrete-Fi…
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- DOI 10.1061/41064(358)351
- OpenAlex ID W2333801210
- Type Conference-paper
- Language EN
- Published 23 Jul 2009
- Pages 1–6
- Countries 1
- Institutions 3
- Added 10 Oct 2025
- Updated 27 Sep 2026
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Experimental Research and Damage Model of Square Concrete-Filled Steel Tube Subjected to Cyclic Loading
Conference-paper 2009 EN
Nine square concrete-filled steel tube (CFT) columns with different axial load level (0.165∼0.517), slenderness ratio (10.82∼32.88), and constraining factor (0.61∼1.51) were tested under a constant axial load and cyclically varying lateral loads. The experimental results showed that the hysteresis curves of the test columns are plump in shape without significant pinch phenomenon, which means that…
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2 SDGsAuthors & Affiliations
4 authors| # | Author | Institutions | ORCID |
|---|---|---|---|
| 1 | DU Xi-kai | Hebei Agricultural University (CN) Tianjin University (CN) +1 | — |
| 2 | Tiecheng Wang | Hebei Agricultural University (CN) Tianjin University (CN) +1 | |
| 3 | Hongming He | Hebei Agricultural University (CN) Tianjin University (CN) +1 | |
| 4 | Kai Yi | Hebei Agricultural University (CN) Tianjin University (CN) +1 | — |
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