Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls
| Author(s): |
Zhi Zhou
Jiang Qian Wei Huang |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Advances in Civil Engineering, 2019, v. 2019 |
| Page(s): | 1-13 |
| DOI: | 10.1155/2019/9701324 |
| Abstract: |
Steel plate reinforced concrete (SPRC) shear wall consists of steel plate encased in the concrete, in which the material advantages of both concrete and steel are utilized. The lateral resistance and deformation capacity of the shear wall are greatly improved. This paper investigates the deformation capacity of the SPRC shear wall under cyclic loads. A nonlinear 3-D finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to obtain the yield and ultimate rotation of SPRC shear walls with flexural failure. By statistical analyses, formulas for the yield and ultimate rotation of SPRC shear wall were proposed. |
| Copyright: | © Zhi Zhou et al. |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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10364993 - Published on:
21/08/2019 - Last updated on:
02/06/2021
