Abstract
As a kind of new lateral load resisting member, steel plate shear wall (SPSWs) has some advanced points, such as high loading-carrying capacity, good ductility and excellent energy dissipation capacity. This paper presents the finite elment analysis of thin-walled SPSWs under a cyclic load, whose results are validated by comparing with experimental results. Based on the finite element model, the hysteretic behavior of SPSWs with height-to-thickness ratio of 500 is analyzed. Then a simplified combined strip model is proposed, which is suitable for the analysis of SPSWs in structural analysis.
| Original language | English |
|---|---|
| Pages (from-to) | 149-153 |
| Number of pages | 5 |
| Journal | Gongcheng Lixue/Engineering Mechanics |
| Volume | 30 |
| Issue number | SUPPL.1 |
| DOIs | |
| State | Published - Jun 2013 |
| Externally published | Yes |
Keywords
- Combined strip model
- Energy dissipation capacity
- Hysteretic behavior
- Steel plate shear walls (SPSWs)
- Thin-walled
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