Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls
Joint Authors
Zhou, Zhi
Qian, Jiang
Huang, Wei
Source
Issue
Vol. 2019, Issue 2019 (31 Dec. 2019), pp.1-13, 13 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2019-08-14
Country of Publication
Egypt
No. of Pages
13
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Zhou, Zhi& Qian, Jiang& Huang, Wei. 2019. Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-13.
https://search.emarefa.net/detail/BIM-1117542
Modern Language Association (MLA)
Zhou, Zhi…[et al.]. Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls. Advances in Civil Engineering No. 2019 (2019), pp.1-13.
https://search.emarefa.net/detail/BIM-1117542
American Medical Association (AMA)
Zhou, Zhi& Qian, Jiang& Huang, Wei. Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-13.
https://search.emarefa.net/detail/BIM-1117542
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1117542
