Abstract
In this paper the numerical simulation on steel plate shear wall (SPSW) and steel-concrete composite shear wall (SCSW) with two-side connection was carried out by the finite element software ANSYS. Performances of the two shear walls were investigated. Different mechanical behaviors between SPSW and SCSW with two-side connection were discussed in details. It is found that the depth-thickness ratio λ is a key parameter that influences the shear resistance behavior of SPSW with two-side connection. The concrete plate which completely restricts the out-of-plate displacement may be thin if the depth-thickness ratio of a wall is large enough. Due to the concrete plate supporting, stress distributions in the SCSW are changed obviously: the horizontal load transferring manners are changed from tension strip to cross-sectional shear in the steel plates.
| Original language | English |
|---|---|
| Pages (from-to) | 1216-1220 |
| Number of pages | 5 |
| Journal | Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology |
| Volume | 42 |
| Issue number | 8 |
| State | Published - Aug 2010 |
| Externally published | Yes |
Keywords
- Bearing capacity
- Initial stiffness
- Shear resistance behavior
- Steel-concrete composite shear wall
- Steel-plate shear wall
Fingerprint
Dive into the research topics of 'Shear resistance behaviour of steel plate shear wall and steel-concrete composite shear wall with two-side connection'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver